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Note: This page contains sample records for the topic "underground pipes serving" 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.


1

Rehabilitating underground pipes  

SciTech Connect

Nearly 500,000 miles of industrial pipeline in the US are almost three times older than their expected usefulness. And aging pipes that are improperly maintained can cause a variety of environmental problems. It is essential for facilities to have a system of planned maintenance procedures to prevent structural failures related to inflow/infiltration and exfiltration. Trenchless repair methods, often referred to as pipeline rehabilitation, require the plant engineer to consider a range of activities, including demand projection, system performance assessment, investigation, evaluation of defects and deficiencies, remedial options, and implementation. Two methods of pipeline rehabilitation, slip lining and cured-in-place, are described.

Sorrell, P. [Insituform Technologies, Inc., Memphis, TN (United States)

1995-06-05T23:59:59.000Z

2

Light weight underground pipe or cable installing device  

SciTech Connect

This invention pertains to a light weight underground pipe or cable installing device adapted for use in a narrow and deep operating trench. More particularly this underground pipe installing device employs a pair of laterally movable gates positioned adjacent the bottom of the operating trench where the earth is more solid to securely clamp the device in the operating trench to enable it to withstand the forces exerted as the actuating rod is forced through the earth from the so-called operating trench to the target trench. To accommodate the laterally movable gates positioned adjacent the bottom of the narrow pipe installing device, a pair of top operated double-acting rod clamping jaws, operated by a hydraulic cylinder positioned above the actuating rod are employed.

Schosek, W. O.

1985-01-08T23:59:59.000Z

3

Analysis and remedial treatment of a steel pipe-jacking accident in complex underground environment  

Science Journals Connector (OSTI)

Abstract Steel pipe-jacking has been widely used in the construction of water supply and sewage pipelines because of its self-sealing qualities, ability to withstand high pressure and lower environmental impact. The trend in steel pipe-jacking is towards larger diameters, longer drive lengths, and better adaptation to more complex underground conditions. Steel pipe-jacking, in which a flexible pipe is used, is different from concrete pipe-jacking where a rigid pipe is used. With increasing diameters and drive lengths, the mechanical characteristics of deep-buried steel pipe-jacking in complex underground conditions have presented new challenges for designers. In this study, the forces involved and the stability of steel pipe-jacking are analyzed by examining an example of steel pipe-jacking in a complex underground environment. The causes of high deflection under elevated water and earth pressure and local buckling incidents are investigated by the finite element method. The results show that, in this particular case, confining pressure combined with jacking force leads to buckling. Two main remedial schemes are proposed: one is to increase the wall thickness of the pipe, and the other is to install stiffening ribs on the pipe where high deflection occurs. The effect of the two remedial schemes is presented and evaluated. In particular, various stiffening ribs are used in different deflection sections with grouting to decrease friction and lower the corresponding axial jacking force. This approach demonstrates that the structural strength of the pipeline has met the requirements after the rectification action is taken. The analysis and remedial treatment for this case study will provide a reference for effective design and construction of similar steel pipe-jacking.

Liang Zhen; Jin-Jian Chen; Pizhong Qiao; Jian-Hua Wang

2014-01-01T23:59:59.000Z

4

Underground nuclear power station using self-regulating heat-pipe controlled reactors  

DOE Patents (OSTI)

A nuclear reactor for generating electricity is disposed underground at the bottom of a vertical hole that can be drilled using conventional drilling technology. The primary coolant of the reactor core is the working fluid in a plurality of thermodynamically coupled heat pipes emplaced in the hole between the heat source at the bottom of the hole and heat exchange means near the surface of the earth. Additionally, the primary coolant (consisting of the working flud in the heat pipes in the reactor core) moderates neutrons and regulates their reactivity, thus keeping the power of the reactor substantially constant. At the end of its useful life, the reactor core may be abandoned in place. Isolation from the atmosphere in case of accident or for abandonment is provided by the operation of explosive closures and mechanical valves emplaced along the hole. This invention combines technology developed and tested for small, highly efficient, space-based nuclear electric power plants with the technology of fast-acting closure mechanisms developed and used for underground testing of nuclear weapons. This invention provides a nuclear power installation which is safe from the worst conceivable reactor accident, namely, the explosion of a nuclear weapon near the ground surface of a nuclear power reactor.

Hampel, Viktor E. (Pleasanton, CA)

1989-01-01T23:59:59.000Z

5

An underground nuclear power station using self-regulating heat-pipe controlled reactors  

DOE Patents (OSTI)

A nuclear reactor for generating electricity is disposed underground at the bottom of a vertical hole that can be drilled using conventional drilling technology. The primary coolant of the reactor core is the working fluid in a plurality of thermodynamically coupled heat pipes emplaced in the hole between the heat source at the bottom of the hole and heat exchange means near the surface of the earth. Additionally, the primary coolant (consisting of the working fluid in the heat pipes in the reactor core) moderates neutrons and regulates their reactivity, thus keeping the power of the reactor substantially constant. At the end of its useful life, the reactor core may be abandoned in place. Isolation from the atmosphere in case of accident or for abandonment is provided by the operation of explosive closures and mechanical valves emplaced along the hole. This invention combines technology developed and tested for small, highly efficient, space-based nuclear electric power plants with the technology of fast- acting closure mechanisms developed and used for underground testing of nuclear weapons. This invention provides a nuclear power installation which is safe from the worst conceivable reactor accident, namely, the explosion of a nuclear weapon near the ground surface of a nuclear power reactor. 5 figs.

Hampel, V.E.

1988-05-17T23:59:59.000Z

6

A WSRC-MS-g8-00318 Heat Transfer Model of Above and Underground Insulated Piping  

Office of Scientific and Technical Information (OSTI)

WSRC-MS-g8-00318 Heat Transfer Model of Above and Underground Insulated Piping Systems by K. C. Kwon Westinghouse Savannah River Company Savannah River Site Aiken, South Carolina 29808 A document prepared for ASME CONFERENCE - HEAT EXCHANGER COMMITTEE MEETING 8 , INTERNATIONAL JOINT POWER GENERATION CONFERENCE 1998 at Baltimore, MA, USA from 8/23/98 - 8/26/98. DOE Contract No. DE-AC09-96SR18500 This paper was prepared in connection with work done under the above contract number with the U. S. Department of Energy. By acceptance of this paper, the publisher and/or recipient acknowledges the U. S. Government's right to retain a nonexclusive, royalty-free license in and to any copyright covering this paper, along with the right to reproduce and to authorize others to reproduce all or part of the copyrighted paper.

7

Geothermal energy utilization with heat pipes  

Science Journals Connector (OSTI)

Several variants of heat pipes for utilization of geothermal energy and underground rock heat are studied. An...

L. L. Vasil'ev

1990-09-01T23:59:59.000Z

8

Underground Exploration  

E-Print Network (OSTI)

Underground Exploration and Testing A Report to Congress and the Secretary of Energy Nuclear Waste Technical Review Board October 1993 Yucca Mountain at #12;Nuclear Waste Technical Review Board Dr. John E and Testing #12;Executive Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . v Introduction

9

Acoustical wave propagation in buried water filled pipes  

E-Print Network (OSTI)

This thesis presents a comprehensive way of dealing with the problem of acoustical wave propagation in cylindrically layered media with a specific application in water-filled underground pipes. The problem is studied in ...

Kondis, Antonios, 1980-

2005-01-01T23:59:59.000Z

10

Preliminary Notice of Violation, Pacific Underground Construction, Inc.- WEA-2009-02  

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

Issued to Pacific Underground Construction, Inc. related to a polyvinyl chloride (PVC) pipe explosion that occurred in Sector 30 of the linear accelerator facility at the SLAC National Accelerator Laboratory (SLAC).

11

Method for making generally cylindrical underground openings  

DOE Patents (OSTI)

A rapid, economical and safe method for making a generally cylindrical underground opening such as a shaft or a tunnel is described. A borehole is formed along the approximate center line of where it is desired to make the underground opening. The borehole is loaded with an explodable material and the explodable material is detonated. An enlarged cavity is formed by the explosive action of the detonated explodable material forcing outward and compacting the original walls of the borehole. The enlarged cavity may be increased in size by loading it with a second explodable material, and detonating the second explodable material. The process may be repeated as required until the desired underground opening is made. The explodable material used in the method may be free-flowing, and it may be contained in a pipe.

Routh, J.W.

1983-05-26T23:59:59.000Z

12

Underground Layout Configuration  

SciTech Connect

The purpose of this analysis was to develop an underground layout to support the license application (LA) design effort. In addition, the analysis will be used as the technical basis for the underground layout general arrangement drawings.

A. Linden

2003-09-25T23:59:59.000Z

13

CRAD, Nuclear Facility Construction - Piping and Pipe Supports...  

Office of Environmental Management (EM)

Nuclear Facility Construction - Piping and Pipe Supports Inspection - March 29, 2012 CRAD, Nuclear Facility Construction - Piping and Pipe Supports Inspection - March 29, 2012...

14

SEISMIC DESIGN EVALUATION GUIDELINES FOR BURIED PIPING FOR THE DOE HLW FACILITIES'  

Office of Scientific and Technical Information (OSTI)

6 1 6 1 7 1 1 SEISMIC DESIGN EVALUATION GUIDELINES FOR BURIED PIPING FOR THE DOE HLW FACILITIES' Chi-Wen Lin Consultant, Martinez, CA George Antaki Westinghouse Savannah River Co., Aiken, SC Kamal Bandyopadhyay Brookhaven National Lab., Upton, NY ABSTRACT This paper presents the seismic design and evaluation guidelines for underground piping for the Department of Energy (DOE) High-Level-Waste (HLW) Facilities. The underground piping includes both single and double containment steel pipes and concrete pipes with steel lining, with particular emphasis on the double containment piping. The design and evaluation guidelines presented in this paper follow the generally accepted beam-on-elastic- foundation analysis principle and the inertial response calculation method, respectively, for piping directly

15

Science Serving Sustainability  

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

Science Goal 8: Science Serving Sustainability LANL takes opportunities to engage the surrounding communities in order to develop relationships fostering sustainable actions....

16

Making Argumentation Serve Design  

E-Print Network (OSTI)

9 Making Argumentation Serve Design Gerhard Fischer University ofColorado Andreas C. Lemke ALCATEL scientist interesled in design and design suppon S\\"Stems, particularly in domain-oriented design environmenlS and how they make :irgumemation serve design by supporting reflection-in-action; he

Fischer, Gerhard

17

Common causes of material degradation in buried piping  

SciTech Connect

Buried pipe may fail for innumerable reasons. Causes can be mechanical damage/breakage, chemically initiated corrosion, or a combination. Failures may originate either internally or externally on the pipe. They may be related to flaws in the design, to excessive or unanticipated internal pressure or ground level loading, and/or to poor or uncertain installation practice. Or the pipe may simply ``wear out`` in service. Steel is strong and very forgiving in underground applications, especially with regard to backfill. However, soil support developed through densification or compaction is critical for brittle concrete and vitrified clay tile pipe, and is very important for cast iron and plastic pipe. Chemistry of the soil determines whether or not it will enhance corrosion or other types of degradation. Various causes and mechanisms for deterioration of buried pipe are indicated. Some peculiarities of the different materials of construction are characterized. Repair methods and means to circumvent special problems are described.

Jenkins, C.F.

1997-01-20T23:59:59.000Z

18

Science @WIPP: Underground Laboratory  

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

WIPP WIPP Underground Laboratory Double Beta Decay Dark Matter Biology Repository Science Renewable Energy Underground Laboratory The deep geologic repository at WIPP provides an ideal environment for experiments in many scientific disciplines, including particle astrophysics, waste repository science, mining technology, low radiation dose physics, fissile materials accountability and transparency, and deep geophysics. The designation of the Carlsbad Department of Energy office as a "field" office has allowed WIPP to offer its mine operations infrastructure and space in the underground to researchers requiring a deep underground setting with dry conditions and very low levels of naturally occurring radioactive materials. Please contact Roger Nelson, chief scientist of the Department of

19

Underground Injection Control (Louisiana)  

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

The Injection and Mining Division (IMD) has the responsibility of implementing two major federal environmental programs which were statutorily charged to the Office of Conservation: the Underground...

20

Underground Power Cables  

Science Journals Connector (OSTI)

...1973 research-article Underground Power Cables J. D. Endacott Up to the present, effectively...particular, in recent years, the oil-filled cable system using cellulose paper impregnated...design of supertension underground power cable systems are considered. The limitations...

1973-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "underground pipes serving" 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

Flexible ocean upwelling pipe  

DOE Patents (OSTI)

In an ocean thermal energy conversion facility, a cold water riser pipe is releasably supported at its upper end by the hull of the floating facility. The pipe is substantially vertical and has its lower end far below the hull above the ocean floor. The pipe is defined essentially entirely of a material which has a modulus of elasticity substantially less than that of steel, e.g., high density polyethylene, so that the pipe is flexible and compliant to rather than resistant to applied bending moments. The position of the lower end of the pipe relative to the hull is stabilized by a weight suspended below the lower end of the pipe on a flexible line. The pipe, apart from the weight, is positively buoyant. If support of the upper end of the pipe is released, the pipe sinks to the ocean floor, but is not damaged as the length of the line between the pipe and the weight is sufficient to allow the buoyant pipe to come to a stop within the line length after the weight contacts the ocean floor, and thereafter to float submerged above the ocean floor while moored to the ocean floor by the weight. The upper end of the pipe, while supported by the hull, communicates to a sump in the hull in which the water level is maintained below the ambient water level. The sump volume is sufficient to keep the pipe full during heaving of the hull, thereby preventing collapse of the pipe.

Person, Abraham (Los Alamitos, CA)

1980-01-01T23:59:59.000Z

22

Using Flexible Pipe (poly-pipe) with Surface Irrigation  

E-Print Network (OSTI)

Aimed at farmers and irrigators who want to irrigate their crops using flexible plastic pipes (commonly called "poly-pipe), this publication highlights (1) advantages of using poly-pipe, (2) factors to consider in selecting such pipe, and (3...

Peries, Xavier; Enciso, Juan

2005-10-05T23:59:59.000Z

23

Oil shale retorted underground  

Science Journals Connector (OSTI)

Oil shale retorted underground ... Low-temperature underground retorting of oil shale produces a crude oil with many attractive properties, Dr. George R. Hill of the University of Utah told a meeting of the American Institute of Mining, Metallurgical, and Petroleum Engineers last week in Los Angeles. ... Typical above-ground retorting of oil shale uses temperatures of 900° to 1100° F. because of the economic need ... ...

1967-02-27T23:59:59.000Z

24

Science Serving Sustainability  

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

Science Science Goal 8: Science Serving Sustainability Maintaining the conditions of a building improves the health of not only the surrounding ecosystems, but also the well-being of its occupants. Energy Conservation» Efficient Water Use & Management» High Performance Sustainable Buildings» Greening Transportation» Green Purchasing & Green Technology» Pollution Prevention» Science Serving Sustainability» ENVIRONMENTAL SUSTAINABILITY GOALS at LANL Community involvement: Andy Erickson and Duncan McBranch of LANL join John Arrowsmith of Los Alamos County to discuss the photovoltaic array collaboration with community leaders. Powered by solar: This collaboratively built model home in Los Alamos is entirely powered by a photovoltaic array field, showcasing the potential for solar-powering communities. Community involvement: A ribbon cutting ceremony marks the opening of the photovoltaic powered model home in Los Alamos County, a joint venture of LANL and the county. Engaging the surrounding communities: LANL takes opportunities to engage the surrounding communities in order to develop relationships fostering sustainable actions. Here, delegates applaud the opening of SERF which will help reduce liquid waste at LANL.

25

New Hampshire 4-H Serving to Learn, Learning to Serve  

E-Print Network (OSTI)

New Hampshire 4-H Serving to Learn, Learning to Serve Community Service by 4-H Project Area Development #12;New Hampshire 4-H Community Service by Project Area Serving to Learn, Learning to Serve that their service also relate to that project. This publication contains suggested service projects related

New Hampshire, University of

26

CRAD, Nuclear Facility Construction - Piping and Pipe Supports Inspection -  

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

Construction - Piping and Pipe Supports Construction - Piping and Pipe Supports Inspection - March 29, 2012 CRAD, Nuclear Facility Construction - Piping and Pipe Supports Inspection - March 29, 2012 March 29, 2012 Nuclear Facility Construction - Piping and Pipe Supports Inspection Criteria, Approach and Lines of Inquiry (HSS CRAD 45-52, Rev. 0) For the purpose of this criteria review and approach, this Criteria Review and Approach Document (CRAD) includes piping and pipe supports and attachments of the pipe supports to structures (concrete, structural steel, or embed plates). Pipe supports include rigid restraints, welded attachments to piping, struts, snubbers, spring cans, and constant supports. Inspection of pipe whip restraints are also included in this CRAD. Selection of nuclear facility piping systems for inspection should be

27

PUBLIC SERV COM  

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

'EXEC-2009-002897 'EXEC-2009-002897 PUBLIC SERV COM 1 2/25/2009 5:00 PM February 25,2009 The Honorable Steven Chu Secretary, U. S. Department of Energy 1000 Independence Avenue, S .W. Washingon, D.C. 20585 Re: State Energy Program Assurances Dear Secretary Chu: As a condition of receiving our State's share o f the $3.1, billion funding for the S t a t e Energy Program (SEP) under the American Recovery and Renewal Act of 2009 (H.R. l)(ARRA), I am providing the following assurances. I have written to our public u t i l i t y commission and requested that it consider additional actions to promote energy efficiency, consistent with the Federal statutory language contained in H.R. 1 and its obligations to maintain just and reasonable rates, while protecting the public. As set forth in the attached letter, the Chairperson of the Public Service

28

Case study of underground pipe ground coupled heat pump system  

Science Journals Connector (OSTI)

Aiming to give some advices on the ground coupled heat pump system design in Sichuan Province, China, a typical ground source heat pump (GSHP) system in Sichuan Province was tested in a whole operational year,...

Min Zheng ??; Bai-yi Li ???; Zheng-yong Qiao ???

2012-03-01T23:59:59.000Z

29

Animals that Hide Underground  

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

Animals that Hide Underground Animals that Hide Underground Nature Bulletin No. 733 November 23, 1963 Forest Preserve District of Cook County Seymour Simon, President David H. Thompson, Senior Naturalist ANIMALS THAT HIDE UNDERGROUND A hole in the ground has an air of mystery about it that rouses our curiosity. No matter whether it is so small that only a worm could squeeze into it, or large enough for a fox den, our questions are much the same. What animal dug the hole? Is it down there now? What is it doing? When will it come out? An underground burrow has several advantages for an animal. In it, many kinds find safety from enemies for themselves and their young. For others, it is an air-conditioned escape from the burning sun of summer and a snug retreat away from the winds and cold of winter. The moist atmosphere of a subterranean home allows the prolonged survival of a wide variety of lower animals which, above the surface, would soon perish from drying.

30

Notice of Violation, Pacific Underground Construction, Inc- WEA-2009-02  

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

Issued a Final Notice of Violation (WEA-2009-02) to Pacific Underground Construction, Inc. for violations of 10 C.F.R. 851 associated with a polyvinyl chloride pipe explosion that occurred in Sector 30 of the linear accelerator facility at the SLAC National Accelerator Laboratory on September 13, 2007.

31

Pipe crawler apparatus  

DOE Patents (OSTI)

A pipe crawler apparatus particularly useful for 3-inch and 4-inch diameter pipes is provided. The pipe crawler apparatus uses a gripping apparatus in which a free end of a piston rod is modified with a bearing retaining groove. Bearings, placed within the groove, are directed against a camming surface of three respective pivoting support members. The non-pivoting ends of the support members carry a foot-like gripping member that, upon pivoting of the support member, engages the interior wall of the pipe.

Hovis, Gregory L. (North Augusta, SC); Erickson, Scott A. (Augusta, GA); Blackmon, Bruce L. (Aiken, SC)

2002-01-01T23:59:59.000Z

32

Underground waste barrier structure  

DOE Patents (OSTI)

Disclosed is an underground waste barrier structure that consists of waste material, a first container formed of activated carbonaceous material enclosing the waste material, a second container formed of zeolite enclosing the first container, and clay covering the second container. The underground waste barrier structure is constructed by forming a recessed area within the earth, lining the recessed area with a layer of clay, lining the clay with a layer of zeolite, lining the zeolite with a layer of activated carbonaceous material, placing the waste material within the lined recessed area, forming a ceiling over the waste material of a layer of activated carbonaceous material, a layer of zeolite, and a layer of clay, the layers in the ceiling cojoining with the respective layers forming the walls of the structure, and finally, covering the ceiling with earth.

Saha, Anuj J. (Hamburg, NY); Grant, David C. (Gibsonia, PA)

1988-01-01T23:59:59.000Z

33

New Hampshire 4-H Serving to Learn, Learning to Serve  

E-Print Network (OSTI)

New Hampshire 4-H Serving to Learn, Learning to Serve Community Service Projects All good community for learning. This publication contains a list of suggested service projects and ideas for expanding the system works. Mindy Turner, New Mexico 4-H Youth Development Specialist November 2006 #12;New Hampshire 4

New Hampshire, University of

34

Characterization of radioactive contamination inside pipes with the Pipe Explorer{trademark} system. Final report  

SciTech Connect

The Department of Energy (DOE) is currently in the process of decommissioning and dismantling many of its nuclear materials processing facilities that have been in use for several decades. Site managers throughout the DOE complex must employ the safest and most cost effective means to characterize, remediate and recycle or dispose of hundreds of miles of potentially contaminated piping and duct work. The DOE discovered that standard characterization methods were inadequate for its pipes, drains, and ducts because many of the systems are buried or encased. In response to the DOE`s need for a more specialized characterization technique, Science and Engineering Associates, Inc. (SEA) developed the Pipe Explorer{trademark} system through a DOE Office of Science and Technology (OST) contract administered through the Federal Energy Technology Center (FETC). The purpose of this report is to serve as a comprehensive overview of all phases of the Pipe Explorer{trademark} development project. The report is divided into 6 sections. Section 2 of the report provides an overview of the Pipe Explorer{trademark} system, including the operating principles of using an inverting membrane to tow sensors into pipes. The basic components of the characterization system are also described. Descriptions of the various deployment systems are given in Section 3 along with descriptions of the capabilities of the deployment systems. During the course of the development project 7 types of survey instruments were demonstrated with the Pipe Explorer{trademark} and are a part of the basic toolbox of instruments available for use with the system. These survey tools are described in Section 4 along with their typical performance specifications. The 4 demonstrations of the system are described chronologically in Section 5. The report concludes with a summary of the history, status, and future of the Pipe Explorer{trademark} system in Section 6.

Cremer, C.D.; Kendrick, D.T.; Lowry, W.; Cramer, E.

1997-09-30T23:59:59.000Z

35

Underground Injection Control Rule (Vermont)  

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

This rule regulates injection wells, including wells used by generators of hazardous or radioactive wastes, disposal wells within an underground source of drinking water, recovery of geothermal...

36

Underground Storage Tank Program (Vermont)  

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

These rules are intended to protect public health and the environment by establishing standards for the design, installation, operation, maintenance, monitoring, and closure of underground storage...

37

Underground Injection Control Regulations (Kansas)  

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

This article prohibits injection of hazardous or radioactive wastes into or above an underground source of drinking water, establishes permit conditions and states regulations for design,...

38

Regulated underground storage tanks  

SciTech Connect

This guidance package is designed to assist DOE Field operations by providing thorough guidance on the underground storage tank (UST) regulations. (40 CFR 280). The guidance uses tables, flowcharts, and checklists to provide a roadmap'' for DOE staff who are responsible for supervising UST operations. This package is tailored to address the issues facing DOE facilities. DOE staff should use this guidance as: An overview of the regulations for UST installation and operation; a comprehensive step-by-step guidance for the process of owning and operating an UST, from installation to closure; and a quick, ready-reference guide for any specific topic concerning UST ownership or operation.

Not Available

1992-06-01T23:59:59.000Z

39

Regulated underground storage tanks  

SciTech Connect

This guidance package is designed to assist DOE Field operations by providing thorough guidance on the underground storage tank (UST) regulations. [40 CFR 280]. The guidance uses tables, flowcharts, and checklists to provide a ``roadmap`` for DOE staff who are responsible for supervising UST operations. This package is tailored to address the issues facing DOE facilities. DOE staff should use this guidance as: An overview of the regulations for UST installation and operation; a comprehensive step-by-step guidance for the process of owning and operating an UST, from installation to closure; and a quick, ready-reference guide for any specific topic concerning UST ownership or operation.

Not Available

1992-06-01T23:59:59.000Z

40

Saving an Underground Reservoir  

E-Print Network (OSTI)

significant part of the region?s agricultural economy. Though the area has few rivers and lakes, underneath it lies a supply of water that has provided groundwater for developing this economy. This underground water, the Ogallala Aquifer, is a finite.... ?We have already seen isolat- ed areas that have no irrigation water remaining and the economy has been crushed.? The region produces about 4 percent of the nation?s corn, 25 percent of the hard red winter wheat, 23 per- cent of the grain sorghum...

Wythe, Kathy

2006-01-01T23:59:59.000Z

Note: This page contains sample records for the topic "underground pipes serving" 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

Flexible ultrasonic pipe inspection apparatus  

DOE Patents (OSTI)

Pipe crawlers, pipe inspection {open_quotes}rabbits{close_quotes} and similar vehicles are widely used for inspecting the interior surfaces of piping systems, storage tanks and process vessels for damaged or flawed structural features. This paper describes the design of a flexible, modular ultrasonic pipe inspection apparatus.

Jenkins, C.F.; Howard, B.D.

1994-01-01T23:59:59.000Z

42

Underground Gasification of Coal Reported  

Science Journals Connector (OSTI)

Underground Gasification of Coal Reported ... RESULTS of a first step taken toward determining the feasibility of the underground gasification of coal were reported recently to the Interstate Oil Compact Commission by Milton H. Fies, manager of coal operations for the Alabama Power Co. ...

1947-05-12T23:59:59.000Z

43

Investigation of PVC Pipe Failure at Terrell State Hospital – Final Report  

E-Print Network (OSTI)

At the request of Terrell State Hospital and MHMR, the Energy Systems Laboratory at Texas A&M University investigated the failure of the PVC pipes serving the chilled water loop at Terrell State Hospital. There were two PVC pipe failures where...

Wei, G.; Deng, S.; Claridge, D. E.; Turner, W. D.

2000-01-01T23:59:59.000Z

44

California Working Natural Gas Underground Storage Capacity ...  

Gasoline and Diesel Fuel Update (EIA)

Working Natural Gas Underground Storage Capacity (Million Cubic Feet) California Working Natural Gas Underground Storage Capacity (Million Cubic Feet) Year Jan Feb Mar Apr May Jun...

45

California Working Natural Gas Underground Storage Capacity ...  

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

Working Natural Gas Underground Storage Capacity (Million Cubic Feet) California Working Natural Gas Underground Storage Capacity (Million Cubic Feet) Decade Year-0 Year-1 Year-2...

46

A Model For Stress-Controlled Pipe Growth | 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 » A Model For Stress-Controlled Pipe Growth Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Journal Article: A Model For Stress-Controlled Pipe Growth Details Activities (0) Areas (0) Regions (0) Abstract: The rock mechanics theory for deformation of underground mining excavations under high stress conditions can be used to explain the growth and geometry of volcanic pipes. In an underground excavation stress concentrates greatest on the sides of an excavation perpendicular to the principal vector of compression. If the stress is high enough fractures will develop causing scaling of the tunnel sidewalls and tunnel growth

47

Composite drill pipe  

DOE Patents (OSTI)

A composite pipe segment is formed to include tapered in wall thickness ends that are each defined by opposed frustoconical surfaces conformed for self centering receipt and intimate bonding contact within an annular space between corresponding surfaces of a coaxially nested set of metal end pieces. The distal peripheries of the nested end pieces are then welded to each other and the sandwiched and bonded portions are radially pinned. The composite segment may include imbedded conductive leads and the axial end portions of the end pieces are shaped to form a threaded joint with the next pipe assembly that includes a contact ring in one pipe assembly pierced by a pointed contact in the other to connect the corresponding leads across the joint.

Leslie, James C. (Fountain Valley, CA); Leslie, II, James C. (Mission Viejo, CA); Heard, James (Huntington Beach, CA); Truong, Liem (Anaheim, CA), Josephson; Marvin (Huntington Beach, CA), Neubert; Hans (Anaheim, CA)

2008-12-02T23:59:59.000Z

48

Apparatus for moving a pipe inspection probe through piping  

DOE Patents (OSTI)

A method and apparatus are disclosed for controllably moving devices for cleaning or inspection through piping systems, including piping systems with numerous piping bends therein, by using hydrostatic pressure of a working fluid introduced into the piping system. The apparatus comprises a reservoir or other source for supplying the working fluid to the piping system, a launch tube for admitting the device into the launcher and a reversible, positive displacement pump for controlling the direction and flow rate of the working fluid. The device introduced into the piping system moves with the flow of the working fluid through the piping system. The launcher attaches to the valved ends of a piping system so that fluids in the piping system can recirculate in a closed loop. The method comprises attaching the launcher to the piping system, supplying the launcher with working fluid, admitting the device into the launcher, pumping the working fluid in the direction and at the rate desired so that the device moves through the piping system for pipe cleaning or inspection, removing the device from the launcher, and collecting the working fluid contained in the launcher. 8 figs.

Zollinger, W.T.; Appel, D.K.; Lewis, G.W.

1995-07-18T23:59:59.000Z

49

Base Natural Gas in Underground Storage (Summary)  

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

Citygate Price Residential Price Commercial Price Industrial Price Electric Power Price Gross Withdrawals Gross Withdrawals From Gas Wells Gross Withdrawals From Oil Wells Gross Withdrawals From Shale Gas Wells Gross Withdrawals From Coalbed Wells Repressuring Nonhydrocarbon Gases Removed Vented and Flared Marketed Production NGPL Production, Gaseous Equivalent Dry Production Imports By Pipeline LNG Imports Exports Exports By Pipeline LNG Exports Underground Storage Capacity Gas in Underground Storage Base Gas in Underground Storage Working Gas in Underground Storage Underground Storage Injections Underground Storage Withdrawals Underground Storage Net Withdrawals Total Consumption Lease and Plant Fuel Consumption Pipeline & Distribution Use Delivered to Consumers Residential Commercial Industrial Vehicle Fuel Electric Power Period:

50

Investigating leaking underground storage tanks  

E-Print Network (OSTI)

INVESTIGATING LEAKING UNDERGROUND STORAGE TANKS A Thesis by DAVID THOMPSON UPTON Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE August 1989... Major Subject: Geology INVESTIGATING LEAKING UNDERGROUND STORAGE TANKS A Thesis by DAVID THOMPSON UPTON Approved as to sty)e and content by: P. A, Domenico (Chair of Committee) jj K. W. Brown (Member) C. C Mathewson (Member) J. H. S ng Head...

Upton, David Thompson

1989-01-01T23:59:59.000Z

51

Underground pumped hydroelectric storage  

SciTech Connect

Underground pumped hydroelectric energy storage was conceived as a modification of surface pumped storage to eliminate dependence upon fortuitous topography, provide higher hydraulic heads, and reduce environmental concerns. A UPHS plant offers substantial savings in investment cost over coal-fired cycling plants and savings in system production costs over gas turbines. Potential location near load centers lowers transmission costs and line losses. Environmental impact is less than that for a coal-fired cycling plant. The inherent benefits include those of all pumped storage (i.e., rapid load response, emergency capacity, improvement in efficiency as pumps improve, and capacity for voltage regulation). A UPHS plant would be powered by either a coal-fired or nuclear baseload plant. The economic capacity of a UPHS plant would be in the range of 1000 to 3000 MW. This storage level is compatible with the load-leveling requirements of a greater metropolitan area with population of 1 million or more. The technical feasibility of UPHS depends upon excavation of a subterranean powerhouse cavern and reservoir caverns within a competent, impervious rock formation, and upon selection of reliable and efficient turbomachinery - pump-turbines and motor-generators - all remotely operable.

Allen, R.D.; Doherty, T.J.; Kannberg, L.D.

1984-07-01T23:59:59.000Z

52

Underground Facilities, Technological Challenges  

E-Print Network (OSTI)

This report gives a summary overview of the status of international under- ground facilities, in particular as relevant to long-baseline neutrino physics and neutrino astrophysics. The emphasis is on the technical feasibility aspects of creating the large underground infrastructures that will be needed in the fu- ture to house the necessary detectors of 100 kton to 1000 kton scale. There is great potential in Europe to build such a facility, both from the technical point of view and because Europe has a large concentration of the necessary engi- neering and geophysics expertise. The new LAGUNA collaboration has made rapid progress in determining the feasibility for a European site for such a large detector. It is becoming clear in fact that several locations are technically fea- sible in Europe. Combining this with the possibility of a new neutrino beam from CERN suggests a great opportunity for Europe to become the leading centre of neutrino studies, combining both neutrino astrophysics and neutrino beam stu...

Spooner, N

2010-01-01T23:59:59.000Z

53

Underground Coal Thermal Treatment  

SciTech Connect

The long-term objective of this work is to develop a transformational energy production technology by insitu thermal treatment of a coal seam for the production of substitute natural gas (SNG) while leaving much of the coalâ??s carbon in the ground. This process converts coal to a high-efficiency, low-GHG emitting gas fuel. It holds the potential of providing environmentally acceptable access to previously unusable coal resources. This topical report discusses the development of experimental capabilities, the collection of available data, and the development of simulation tools to obtain process thermo-chemical and geo-thermal parameters in preparation for the eventual demonstration in a coal seam. It also includes experimental and modeling studies of CO{sub 2} sequestration. Efforts focused on: â?¢ Constructing a suite of three different coal pyrolysis reactors. These reactors offer the ability to gather heat transfer, mass transfer and kinetic data during coal pyrolysis under conditions that mimic in situ conditions (Subtask 6.1). â?¢ Studying the operational parameters for various underground thermal treatment processes for oil shale and coal and completing a design matrix analysis for the underground coal thermal treatment (UCTT). This analysis yielded recommendations for terms of targeted coal rank, well orientation, rubblization, presence of oxygen, temperature, pressure, and heating sources (Subtask 6.2). â?¢ Developing capabilities for simulating UCTT, including modifying the geometry as well as the solution algorithm to achieve long simulation times in a rubblized coal bed by resolving the convective channels occurring in the representative domain (Subtask 6.3). â?¢ Studying the reactive behavior of carbon dioxide (CO{sub 2}) with limestone, sandstone, arkose (a more complex sandstone) and peridotite, including mineralogical changes and brine chemistry for the different initial rock compositions (Subtask 6.4). Arkose exhibited the highest tendency of participating in mineral reactions, which can be attributed to the geochemical complexity of its initial mineral assemblage. In experiments with limestone, continuous dissolution was observed with the release of CO{sub 2} gas, indicated by the increasing pressure in the reactor (formation of a gas chamber). This occurred due to the lack of any source of alkali to buffer the solution. Arkose has the geochemical complexity for permanent sequestration of CO{sub 2} as carbonates and is also relatively abundant. The effect of including NH{sub 3} in the injected gas stream was also investigated in this study. Precipitation of calcite and trace amounts of ammonium zeolites was observed. A batch geochemical model was developed using Geochemists Workbench (GWB). Degassing effect in the experiments was corrected using the sliding fugacity model in GWB. Experimental and simulation results were compared and a reasonable agreement between the two was observed.

P. Smith; M. Deo; E. Eddings; A. Sarofim; K. Gueishen; M. Hradisky; K. Kelly; P. Mandalaparty; H. Zhang

2011-10-30T23:59:59.000Z

54

Underground Storage Technology Consortium  

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

U U U N N D D E E R R G G R R O O U U N N D D G G A A S S S S T T O O R R A A G G E E T T E E C C H H N N O O L L O O G G Y Y C C O O N N S S O O R R T T I I U U M M R R & & D D P P R R I I O O R R I I T T Y Y R R E E S S E E A A R R C C H H N N E E E E D D S S WORKSHOP PROCEEDINGS February 3, 2004 Atlanta, Georgia U U n n d d e e r r g g r r o o u u n n d d G G a a s s S S t t o o r r a a g g e e T T e e c c h h n n o o l l o o g g y y C C o o n n s s o o r r t t i i u u m m R R & & D D P P r r i i o o r r i i t t y y R R e e s s e e a a r r c c h h N N e e e e d d s s OVERVIEW As a follow up to the development of the new U.S. Department of Energy-sponsored Underground Gas Storage Technology Consortium through Penn State University (PSU), DOE's National Energy Technology Center (NETL) and PSU held a workshop on February 3, 2004 in Atlanta, GA to identify priority research needs to assist the consortium in developing Requests for Proposal (RFPs). Thirty-seven

55

A Cost Benefit Analysis of California's Leaking Underground Fuel Tanks  

E-Print Network (OSTI)

s Leaking Underground Fuel Tanks (LUFTs)”. Submitted to theCalifornia’s Underground Storage Tank Program”. Submitted tos Leaking Underground Fuel Tanks” by Samantha Carrington

Carrington-Crouch, Robert

1996-01-01T23:59:59.000Z

56

Guidable pipe plug  

DOE Patents (OSTI)

A plugging device for closing an opening defined by an end of a pipe with sealant comprises a cap, an extension, an inner seal, a guide, and at least one stop. The cap has an inner surface which defines a chamber adapted for retaining the sealant. The chamber is dimensioned slightly larger than the end so as to receive the end. The chamber and end define a gap therebetween. The extension has a distal end and is attached to the inner surface opposite the distal end. The inner seal is attached to the extension and sized larger than the opening. The guide is positioned forward of the inner seal and attached to the distal end. The guide is also dimensioned to be inserted into the opening. The stop is attached to the extender, and when the stop is disposed in the pipe, the stop is movable with respect to the conduit in one direction and also prevents misalignment of the cap with the pipe. A handle can also be included to allow the cap to be positioned robotically.

Glassell, Richard L. (Knoxville, TN); Babcock, Scott M. (Farragut, TN); Lewis, Benjamin E. (Farragut, TN)

2001-01-01T23:59:59.000Z

57

Pipe-to-pipe impact analysis - Nuclear Engineering Multimedia  

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

Pipe-to-pipe impact analysis Pipe-to-pipe impact analysis Director's Welcome Organization Achievements Highlights Fact Sheets, Brochures & Other Documents Multimedia Library About Nuclear Energy Nuclear Reactors Designed by Argonne Argonne's Nuclear Science and Technology Legacy Opportunities within NE Division Visit Argonne Work with Argonne Contact us For Employees Site Map Help Join us on Facebook Follow us on Twitter NE on Flickr Celebrating the 70th Anniversary of Chicago Pile 1 (CP-1) Argonne OutLoud on Nuclear Energy Argonne Energy Showcase 2012 Engineering Analysis Multimedia Bookmark and Share EA Multimedia, a collection of videos and audios featuring activities related to the Engineering Analysis Department Pipe-to-pipe impact analysis Quicktime video Quicktime Format - High Bandwidth | Size: 12 MB | Bit Rate:

58

Logistics background study: underground mining  

SciTech Connect

Logistical functions that are normally associated with US underground coal mining are investigated and analyzed. These functions imply all activities and services that support the producing sections of the mine. The report provides a better understanding of how these functions impact coal production in terms of time, cost, and safety. Major underground logistics activities are analyzed and include: transportation and personnel, supplies and equipment; transportation of coal and rock; electrical distribution and communications systems; water handling; hydraulics; and ventilation systems. Recommended areas for future research are identified and prioritized.

Hanslovan, J. J.; Visovsky, R. G.

1982-02-01T23:59:59.000Z

59

Underground Storage Tanks: New Fuels and Compatibility  

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

Breakout Session 1C—Fostering Technology Adoption I: Building the Market for Renewables with High Octane Fuels Underground Storage Tanks: New Fuels and Compatibility Ryan Haerer, Program Analyst, Alternative Fuels, Office of Underground Storage Tanks, Environmental Protection Agency

60

High Temperature Superconducting Underground Cable  

SciTech Connect

The purpose of this Project was to design, build, install and demonstrate the technical feasibility of an underground high temperature superconducting (HTS) power cable installed between two utility substations. In the first phase two HTS cables, 320 m and 30 m in length, were constructed using 1st generation BSCCO wire. The two 34.5 kV, 800 Arms, 48 MVA sections were connected together using a superconducting joint in an underground vault. In the second phase the 30 m BSCCO cable was replaced by one constructed with 2nd generation YBCO wire. 2nd generation wire is needed for commercialization because of inherent cost and performance benefits. Primary objectives of the Project were to build and operate an HTS cable system which demonstrates significant progress towards commercial progress and addresses real world utility concerns such as installation, maintenance, reliability and compatibility with the existing grid. Four key technical areas addressed were the HTS cable and terminations (where the cable connects to the grid), cryogenic refrigeration system, underground cable-to-cable joint (needed for replacement of cable sections) and cost-effective 2nd generation HTS wire. This was the world’s first installation and operation of an HTS cable underground, between two utility substations as well as the first to demonstrate a cable-to-cable joint, remote monitoring system and 2nd generation HTS.

Farrell, Roger, A.

2010-02-28T23:59:59.000Z

Note: This page contains sample records for the topic "underground pipes serving" 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

Damping in LMFBR pipe systems  

SciTech Connect

LMFBR pipe systems typically utilize a thicker insulation package than that used on water plant pipe systems. They are supported with special insulated pipe clamps. Mechanical snubbers are employed to resist seismic loads. Recent laboratory testing has indicated that these features provide significantly more damping than presently allowed by Regulatory Guide 1.61 for water plant pipe systems. This paper presents results of additional in-situ vibration tests conducted on FFTF pipe systems. Pipe damping values obtained at various excitation levels are presented. Effects of filtering data to provide damping values at discrete frequencies and the alternate use of a single equivalent modal damping value are discussed. These tests further confirm that damping in typical LMFBR pipe systems is larger than presently used in pipe design. Although some increase in damping occurred with increased excitation amplitude, the effect was not significant. Recommendations are made to use an increased damping value for both the OBE and DBE seismic events in design of LMFBR pipe systems.

Anderson, M.J.; Barta, D.A.; Lindquist, M.R.; Renkey, E.J.; Ryan, J.A.

1983-06-01T23:59:59.000Z

62

Vapor spill pipe monitor  

DOE Patents (OSTI)

The invention is a method and apparatus for continually monitoring the composition of liquefied natural gas flowing from a spill pipe during a spill test by continually removing a sample of the LNG by means of a probe, gasifying the LNG in the probe, and sending the vaporized LNG to a remote ir gas detector for analysis. The probe comprises three spaced concentric tubes surrounded by a water jacket which communicates with a flow channel defined between the inner and middle, and middle and outer tubes. The inner tube is connected to a pump for providing suction, and the probe is positioned in the LNG flow below the spill pipe with the tip oriented partly downward so that LNG is continuously drawn into the inner tube through a small orifice. The probe is made of a high thermal conductivity metal. Hot water is flowed through the water jacket and through the flow channel between the three tubes to provide the necessary heat transfer to flash vaporize the LNG passing through the inner channel of the probe. The gasified LNG is transported through a connected hose or tubing extending from the probe to a remote ir sensor which measures the gas composition.

Bianchini, G.M.; McRae, T.G.

1983-06-23T23:59:59.000Z

63

Geothermal district piping - A primer  

SciTech Connect

Transmission and distribution piping constitutes approximately 40 -60% of the capital costs of typical geothermal district heating systems. Selections of economical piping suitable for the fluid chemistry is critical. Presently, most piping (56%) in geothermal systems is of asbestos cement construction. Some fiberglass (19%) and steel (19%) is also in use. Identification of an economical material to replace asbestos cement is important to future project development. By providing information on relative costs, purchase considerations, existing material performance and new products, this report seeks to provide a background of information to the potential pipe purchaser. A brief discussion of the use of uninsulated piping in geothermal district heating systems is also provided. 5 refs., 19 figs., 1 tab.

Rafferty, K.

1989-11-01T23:59:59.000Z

64

Prometheus Hot Leg Piping Concept  

SciTech Connect

The Naval Reactors Prime Contractor Team (NRPCT) recommended the development of a gas cooled reactor directly coupled to a Brayton energy conversion system as the Space Nuclear Power Plant (SNPP) for NASA's Project Prometheus. The section of piping between the reactor outlet and turbine inlet, designated as the hot leg piping, required unique design features to allow the use of a nickel superalloy rather than a refractory metal as the pressure boundary. The NRPCT evaluated a variety of hot leg piping concepts for performance relative to SNPP system parameters, manufacturability, material considerations, and comparison to past high temperature gas reactor (HTGR) practice. Manufacturability challenges and the impact of pressure drop and turbine entrance temperature reduction on cycle efficiency were discriminators between the piping concepts. This paper summarizes the NRPCT hot leg piping evaluation, presents the concept recommended, and summarizes developmental issues for the recommended concept.

Gribik, Anastasia M. [Bechtel Bettis, Inc., Bettis Atomic Power Laboratory, West Mifflin, PA 15122 (United States); DiLorenzo, Peter A. [KAPL, Inc., Knolls Atomic Power Laboratory, Schenectady, NY 12301 (United States)

2007-01-30T23:59:59.000Z

65

Subterranean well pipe guiding apparatus  

SciTech Connect

A pipe guiding apparatus is described for vertically aligning pipe section joints in a derrick having a worktable and an elevator for vertically suspending at least one pipe section above the worktable. The apparatus is comprised of a rotary axle for horizontal attachment in the derrick, a frame attached to the rotary axle, a power cylinder for rotating the rotary axle, a pair of guide jaws pivotally attached to the forward end of the frame, and a cylinder for moving the guide jaws between open and closed positions. The power cylinder for rotating the axle and the cylinder for moving the guide jaws between open and closed positions. The power cylinder for rotating the axle and the cylinder for moving the guide jaws are remotely operated so that the frame can be selectively moved to a position whereby the guide jaws are adjacent a vertically suspended pipe section and the guide jaws thereafter are closed on the pipe section. 6 claims.

Scaggs, O.C.

1981-06-23T23:59:59.000Z

66

Flexible ultrasonic pipe inspection apparatus  

DOE Patents (OSTI)

A flexible, modular ultrasonic pipe inspection apparatus, comprising a flexible, hollow shaft that carries a plurality of modules, including at least one rotatable ultrasonic transducer, a motor/gear unit, and a position/signal encoder. The modules are connected by flexible knuckle joints that allow each module of the apparatus to change its relative orientation with respect to a neighboring module, while the shaft protects electrical wiring from kinking or buckling while the apparatus moves around a tight corner. The apparatus is moved through a pipe by any suitable means, including a tether or drawstring attached to the nose or tail, differential hydraulic pressure, or a pipe pig. The rotational speed of the ultrasonic transducer and the forward velocity of the apparatus are coordinated so that the beam sweeps out the entire interior surface of the pipe, enabling the operator to accurately assess the condition of the pipe wall and determine whether or not leak-prone corrosion damage is present.

Jenkins, Charles F. (Aiken, SC); Howard, Boyd D. (Augusta, GA)

1998-01-01T23:59:59.000Z

67

Equations shorten pipe collapse calculations  

SciTech Connect

The API suggests collapse pressure equations for long, perfectly round, steel oil field casing, tubing, drill pipe, and line pipe. Operating and service company engineers can substitute two pipe collapse pressure equations for the 12 API equations now in general use. The shorthand results are almost the same as those from the API equations. The shorthand method has the additional advantage of allowing units from any measurement system. The API equations restrict calculations to US units only. The equation box lists the API (Equations 1--12) and the shorthand (Equations 13--14) equations. The API equations are based on work started shortly after the turn of the century.

Avakov, V.A. [Halliburton Energy Services, Duncan, OK (United States)

1995-04-10T23:59:59.000Z

68

Midwest Underground Technology | Open Energy Information  

Open Energy Info (EERE)

Underground Technology Underground Technology Jump to: navigation, search Name Midwest Underground Technology Facility Midwest Underground Technology Sector Wind energy Facility Type Small Scale Wind Facility Status In Service Owner Midwest Underground Technology Energy Purchaser Midwest Underground Technology Location Champaign IL Coordinates 40.15020987°, -88.29149723° 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":40.15020987,"lon":-88.29149723,"alt":0,"address":"","icon":"","group":"","inlineLabel":"","visitedicon":""}]}

69

Might underground waste repositories blow up?  

SciTech Connect

Some writers have presented possible scenarios in which a subcritical underground deposit of plutonium or other fissile material might be changed into a critical configuration. The underground criticalities that occurred in Gabon some 1.7 billion years ago in deposits of natural uranium is cited. Other scientists assert that it is virtually impossible that such a configuration could develop in an underground repository. The author presents the pros and cons of these views. 5 refs.

Hippel, F. von [Princeton Univ., NJ (United States)

1996-03-01T23:59:59.000Z

70

Underground Storage Tank Regulations | Department of Energy  

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

Underground Storage Tank Regulations Underground Storage Tank Regulations Underground Storage Tank Regulations < Back Eligibility Agricultural Commercial Construction Developer 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 Alternative Fuel Vehicles Hydrogen & Fuel Cells Program Info State Mississippi Program Type Environmental Regulations Siting and Permitting Provider Department of Environmental Quality The Underground Storage Tank Regulations is relevant to all energy projects

71

Unsteady heat losses of underground pipelines  

Science Journals Connector (OSTI)

Analytic expressions are presented for the unsteady temperature distribution of the ground and heat losses of an underground pipeline for an arbitrary...

B. L. Krivoshein; V. M. Agapkin

1977-08-01T23:59:59.000Z

72

,"Underground Natural Gas Storage - All Operators"  

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

Name","Description"," Of Series","Frequency","Latest Data for" ,"Data 1","Underground Natural Gas Storage - All Operators",8,"Monthly","102014","1151973" ,"Release...

73

Pipelines and Underground Gas Storage (Iowa)  

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

These rules apply to intrastate transport of natural gas and other substances via pipeline, as well as underground gas storage facilities. The construction and operation of such infrastructure...

74

,"California Underground Natural Gas Storage - All Operators...  

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

Name","Description"," Of Series","Frequency","Latest Data for" ,"Data 1","California Underground Natural Gas Storage - All Operators",3,"Annual",2013,"6301967"...

75

,"California Underground Natural Gas Storage Capacity"  

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

Name","Description"," Of Series","Frequency","Latest Data for" ,"Data 1","California Underground Natural Gas Storage Capacity",12,"Annual",2013,"6301988" ,"Release...

76

Cryogenic slurry for extinguishing underground fires  

DOE Patents (OSTI)

A cryogenic slurry comprising a mixture of solid carbon dioxide particles suspended in liquid nitrogen is provided which is useful in extinguishing underground fires.

Chaiken, Robert F. (Pittsburgh, PA); Kim, Ann G. (Pittsburgh, PA); Kociban, Andrew M. (Wheeling, WV); Slivon, Jr., Joseph P. (Tarentum, PA)

1994-01-01T23:59:59.000Z

77

,"New York Underground Natural Gas Storage Capacity"  

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

Name","Description"," Of Series","Frequency","Latest Data for" ,"Data 1","New York Underground Natural Gas Storage Capacity",11,"Annual",2013,"6301988" ,"Release...

78

Hawaii Underground Injection Control Permitting Webpage | Open...  

Open Energy Info (EERE)

Webpage Jump to: navigation, search OpenEI Reference LibraryAdd to library Web Site: Hawaii Underground Injection Control Permitting Webpage Author State of Hawaii Department of...

79

Heat Pipes: An Industrial Application  

E-Print Network (OSTI)

This paper reviews the basics of heat pipe exchangers. Included are how they are constructed, how they operate, where they have application, and various aspects of evaluating a potential application. After discussing the technical aspects of heat...

Murray, F.

1984-01-01T23:59:59.000Z

80

Jamaican red clay tobacco pipes  

E-Print Network (OSTI)

JAMAICAN RED CLAY TOBACCO PIPES A Thesis by KENAN PAUL HEIDTKE Submitted to the Office of Graduate Studies of Texas A&M University in partial fulfillment of the requirements for the degree of MASTER OF ARTS December 1992 Major Subject...: Anthropology JAMAICAN RED CLAY TOBACCO PIPES A Thesis by KENAN PAUL HEIDTKE Approved as to style and content by: Dorm L. Hamilton (Chair of Committee) Frederick H. van Doorninck, J (Member) enry C. Schmidt (Member) Vaughn M. Bryant (Head...

Heidtke, Kenan Paul

2012-06-07T23:59:59.000Z

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


81

CLEAN List Serve | Open Energy Information  

Open Energy Info (EERE)

List Serve List Serve Jump to: navigation, search Home | About | Inventory | Partnerships | Capacity Building | Webinars | Reports | Events | News | List Serve CLEAN List Serve Note: The list is too big to send in a single email, so send your message to part one AND part two CLEAN List Serve Name Organization Email Adib, Rana Renewable Energy Policy Network for the 21st Century (REN21) Agbemabiese, Lawrence United Nations Environment Programme Akbar, Sameer World Bank Alers, Marcel United Nations Development Programme Ashvie, Tim Climate and Development Knowledge Network (CDKN) Barnards, Geoff Bauer, Florian Renewable Energy and Energy Efficiency Partnership (REEEP) Bazilian, Morgan United Nations Industrial Development Organization (UNIDO) Ben Fadhl, Fatma United Nations Environment Programme

82

Minority Serving Institutions | Department of Energy  

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

Institutions Institutions Minority Serving Institutions Map by Matt Loveless, Department of Energy. Our Office of Minority Economic Impact works daily to tap into the talents of students and faculty attending our nation's Minority Serving Institutions. To accomplish the mission of the Department of Energy, we need the best and brightest individuals to work at and partner with the Department. We're proud of the work of our Minority Educational Institution partners, and we work to advance our partnerships daily. Minority Serving Institutions are institutions of higher education that serve minority populations. They are unique both in their missions and in their day-to-day operations. Some of these colleges and universities are located in remote regions of the country, whereas others serve urban

83

,"Colorado Underground Natural Gas Storage - All Operators"  

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

"Sourcekey","N5030CO2","N5010CO2","N5020CO2","N5070CO2","N5050CO2","N5060CO2" "Date","Colorado Natural Gas Underground Storage Volume (MMcf)","Colorado Natural Gas in Underground...

84

,"Underground Natural Gas Storage by Storage Type"  

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

Sourcekey","N5030US2","N5010US2","N5020US2","N5070US2","N5050US2","N5060US2" "Date","U.S. Natural Gas Underground Storage Volume (MMcf)","U.S. Total Natural Gas in Underground...

85

Carbon Allocation in Underground Storage Organs  

E-Print Network (OSTI)

Carbon Allocation in Underground Storage Organs Studies on Accumulation of Starch, Sugars and Oil Cover: Starch granules in cells of fresh potato tuber visualised by iodine staining. #12;Carbon By increasing knowledge of carbon allocation in underground storage organs and using the knowledge to improve

86

CRAD, Nuclear Facility Construction- Piping and Pipe Supports Inspection- March 29, 2012  

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

Nuclear Facility Construction - Piping and Pipe Supports Inspection Criteria, Approach and Lines of Inquiry (HSS CRAD 45-52, Rev. 0)

87

Utah Underground Storage Tank Installation Permit | Open Energy...  

Open Energy Info (EERE)

Underground Storage Tank Installation Permit Jump to: navigation, search OpenEI Reference LibraryAdd to library Form: Utah Underground Storage Tank Installation Permit Form Type...

88

Colorado Working Natural Gas Underground Storage Capacity (Million...  

Annual Energy Outlook 2012 (EIA)

Working Natural Gas Underground Storage Capacity (Million Cubic Feet) Colorado Working Natural Gas Underground Storage Capacity (Million Cubic Feet) Year Jan Feb Mar Apr May Jun...

89

Progress Continues Toward Closure of Two Underground Waste Tanks...  

Office of Environmental Management (EM)

Progress Continues Toward Closure of Two Underground Waste Tanks at Savannah River Site Progress Continues Toward Closure of Two Underground Waste Tanks at Savannah River Site...

90

The Simulation Analysis of Fire Feature on Underground Substation  

Science Journals Connector (OSTI)

Underground transformer substations constructed with non-dwelling buildings have a ... out simulation analysis of fire feature on underground substation. The corresponding fire protection strategy is also...

Xin Han; Xie He; Beihua Cong

2012-01-01T23:59:59.000Z

91

California Natural Gas Count of Underground Storage Capacity...  

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

Count of Underground Storage Capacity (Number of Elements) California Natural Gas Count of Underground Storage Capacity (Number of Elements) Decade Year-0 Year-1 Year-2 Year-3...

92

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

Office of Legacy Management (LM)

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

93

Pipe crawler with extendable legs  

DOE Patents (OSTI)

A pipe crawler for moving through a pipe in inchworm fashion having front and rear leg assemblies separated by air cylinders to increase and decrease the spacing between assemblies. Each leg of the four legs of an assembly is moved between a wall-engaging, extended position and a retracted position by a separate air cylinder. The air cylinders of the leg assemblies are preferably arranged in pairs of oppositely directed cylinders with no pair lying in the same axial plane as another pair. Therefore, the cylinders can be as long as a leg assembly is wide and the crawler can crawl through sections of pipes where the diameter is twice that of other sections. The crawler carries a valving system, a manifold to distribute air supplied by a single umbilical air hose to the various air cylinders in a sequence controlled electrically by a controller. The crawler also utilizes a rolling mechanism, casters in this case, to reduce friction between the crawler and pipe wall thereby further extending the range of the pipe crawler. 8 figs.

Zollinger, W.T.

1992-06-16T23:59:59.000Z

94

Pipe crawler with extendable legs  

DOE Patents (OSTI)

A pipe crawler for moving through a pipe in inchworm fashion having front and rear leg assemblies separated by air cylinders to increase and decrease the spacing between assemblies. Each leg of the four legs of an assembly is moved between a wall-engaging, extended position and a retracted position by a separate air cylinder. The air cylinders of the leg assemblies are preferably arranged in pairs of oppositely directed cylinders with no pair lying in the same axial plane as another pair. Therefore, the cylinders can be as long a leg assembly is wide and the crawler can crawl through sections of pipes where the diameter is twice that of other sections. The crawler carries a valving system, a manifold to distribute air supplied by a single umbilical air hose to the various air cylinders in a sequence controlled electrically by a controller. The crawler also utilizes a rolling mechanism, casters in this case, to reduce friction between the crawler and pipe wall thereby further extending the range of the pipe crawler.

Zollinger, William T. (3927 Almon Dr., Martinez, GA 30907)

1992-01-01T23:59:59.000Z

95

Minority Serving Institutions Internship Program | National Nuclear  

National Nuclear Security Administration (NNSA)

Institutions Internship Program | National Nuclear Institutions Internship Program | National Nuclear Security Administration Our Mission Managing the Stockpile Preventing Proliferation Powering the Nuclear Navy Emergency Response Recapitalizing Our Infrastructure Continuing Management Reform Countering Nuclear Terrorism About Us Our Programs Our History Who We Are Our Leadership Our Locations Budget Our Operations Media Room Congressional Testimony Fact Sheets Newsletters Press Releases Speeches Events Social Media Video Gallery Photo Gallery NNSA Archive Federal Employment Apply for Our Jobs Our Jobs Working at NNSA Blog Minority Serving Institutions Internship Program Home > Federal Employment > Apply for Our Jobs > How to Apply > Student Jobs > Minority Serving Institutions Internship Program Minority Serving Institutions Internship Program

96

Minority Serving Institutions Internship Program | National Nuclear  

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

Institutions Internship Program | National Nuclear Institutions Internship Program | National Nuclear Security Administration Our Mission Managing the Stockpile Preventing Proliferation Powering the Nuclear Navy Emergency Response Recapitalizing Our Infrastructure Continuing Management Reform Countering Nuclear Terrorism About Us Our Programs Our History Who We Are Our Leadership Our Locations Budget Our Operations Media Room Congressional Testimony Fact Sheets Newsletters Press Releases Speeches Events Social Media Video Gallery Photo Gallery NNSA Archive Federal Employment Apply for Our Jobs Our Jobs Working at NNSA Blog Minority Serving Institutions Internship Program Home > Federal Employment > Apply for Our Jobs > How to Apply > Student Jobs > Minority Serving Institutions Internship Program Minority Serving Institutions Internship Program

97

EXPERIMENTS, CONCEPTUAL DESIGN, PRELIMINARY COST ESTIMATES AND SCHEDULES FOR AN UNDERGROUND RESEARCH FACILITY  

E-Print Network (OSTI)

surface and underground facilities as we11 as operation andconstruction of the underground facility. However, because

Korbin, G.

2010-01-01T23:59:59.000Z

98

Seismic verification of underground explosions  

SciTech Connect

The first nuclear test agreement, the test moratorium, was made in 1958 and lasted until the Soviet Union unilaterally resumed testing in the atmosphere in 1961. It was followed by the Limited Test Ban Treaty of 1963, which prohibited nuclear tests in the atmosphere, in outer space, and underwater. In 1974 the Threshold Test Ban Treaty (TTBT) was signed, limiting underground tests after March 1976 to a maximum yield of 250 kt. The TTBT was followed by a treaty limiting peaceful nuclear explosions and both the United States and the Soviet Union claim to be abiding by the 150-kt yield limit. A comprehensive test ban treaty (CTBT), prohibiting all testing of nuclear weapons, has also been discussed. However, a verifiable CTBT is a contradiction in terms. No monitoring technology can offer absolute assurance that very-low-yield illicit explosions have not occurred. The verification process, evasion opportunities, and cavity decoupling are discussed in this paper.

Glenn, L.A.

1985-06-01T23:59:59.000Z

99

Depleted Argon from Underground Sources  

SciTech Connect

Argon is a strong scintillator and an ideal target for Dark Matter detection; however {sup 39}Ar contamination in atmospheric argon from cosmic ray interactions limits the size of liquid argon dark matter detectors due to pile-up. Argon from deep underground is depleted in {sup 39}Ar due to the cosmic ray shielding of the earth. In Cortez, Colorado, a CO{sub 2} well has been discovered to contain approximately 600 ppm of argon as a contamination in the CO{sub 2}. We first concentrate the argon locally to 3% in an Ar, N{sub 2}, and He mixture, from the CO{sub 2} through chromatographic gas separation, and then the N{sub 2} and He will be removed by continuous distillation to purify the argon. We have collected 26 kg of argon from the CO{sub 2} facility and a cryogenic distillation column is under construction at Fermilab to further purify the argon.

Back, H. O.; Galbiati, C.; Goretti, A.; Loer, B.; Montanari, D.; Mosteiro, P. [Department of Physics, Princeton University, Jadwin Hall, Princeton, NJ 08544 (United States); Alexander, T.; Alton, A.; Rogers, H. [Augustana College, Physics Department, 2001 South Summit Ave., Sioux Fall, SD 57197 (United States); Kendziora, C.; Pordes, S. [Fermi National Accelerator Laboratory, P.O. Box 500, Batavia, IL 60510 (United States)

2011-04-27T23:59:59.000Z

100

Here to Serve | Department of Energy  

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

Here to Serve Here to Serve Here to Serve May 11, 2012 - 8:53am Addthis Dot Harris Dot Harris The Honorable Dot Harris, Director, Office of Economic Impact and Diversity It is a pleasure to join the Administration as the Director of the Office of Economic Impact and Diversity here at the Department of Energy. When President Obama nominated me for this position, I immediately recognized the vital importance of the work that this office does. From assisting small businesses to supporting minority serving institutions to enhancing the diversity and inclusion at the Department, this office has a mission-critical role for our clean energy future. I care deeply about my responsibilities in this position. As the Director at the Office of Economic Impact and Diversity, I'll be leading the

Note: This page contains sample records for the topic "underground pipes serving" 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

Strawberry Electric Serv Dist | Open Energy Information  

Open Energy Info (EERE)

Strawberry Electric Serv Dist Strawberry Electric Serv Dist Jump to: navigation, search Name Strawberry Electric Serv Dist Place Utah Utility Id 18206 Utility Location Yes Ownership P NERC Location WECC NERC WECC Yes Activity Transmission Yes Activity Buying Transmission Yes Activity Distribution Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] Energy Information Administration Form 826[2] 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 Residential: $0.1060/kWh Commercial: $0.1170/kWh Industrial: $0.0912/kWh The following table contains monthly sales and revenue data for Strawberry Electric Serv Dist (Utah).

102

One Video Stream to Serve Diverse Receivers  

E-Print Network (OSTI)

The fundamental problem of wireless video multicast is to scalably serve multiple receivers which may have very different channel characteristics. Ideally, one would like to broadcast a single stream that allows each ...

Woo, Grace

2008-10-18T23:59:59.000Z

103

Experimental analysis on a 1:2 scale model of the double light pipe, an innovative technological device for daylight transmission  

SciTech Connect

In this paper the authors present the double light pipe, an innovative technological device, designed as an evolution of a traditional light pipe, which distributes daylight to underground areas of a building, illuminating, at the same time, the passage areas thanks to a larger collector and a second transparent pipe attached to the first one. Unlike the traditional light pipe, thanks to this double illuminating function it can be located in the middle of a room, despite its encumbrance. In this paper the technological design of the double light pipe is presented and the results of an experimental analysis on a reduced scale (1:2) model are shown. Internal illuminance data over horizontal and vertical work-planes were measured in various sky conditions with or without direct solar radiation. Being this innovative device obtained by a light pipe integrated with a second pipe, it performs like a traditional light pipe for the final room and, at the same time, illuminates the intermediate room giving it uniform and high quality light, particularly indicated for wide plant areas, such as show-rooms or museums. (author)

Baroncini, C.; Boccia, O.; Chella, F.; Zazzini, P. [D.S.S.A.R.R. Faculty of Architecture, University ''G. D'Annunzio'' Viale Pindaro 42, 65127 Pescara (Italy)

2010-02-15T23:59:59.000Z

104

Structural Assessment of Small Bore Feeder Piping  

E-Print Network (OSTI)

Frasheri MIE491 - Capstone Team 9 March 2012 Client: W. Reinhardt Industry Partner: Candu Energy Inc. Supervisor: A. N. Sinclair CASE ONE CANDU REACTORS HAVE 380+ SMALL BORE FEEDER PIPES. THE PIPES PIPES AND VALIDATE COMPUTATIONAL METHODS COMPARED TO FULL SCALE TESTS TO FAILURE. THE CLIENT CANDU

105

Natural Gas Withdrawals from Underground Storage (Annual Supply &  

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

Citygate Price Residential Price Commercial Price Industrial Price Electric Power Price Gross Withdrawals Gross Withdrawals From Gas Wells Gross Withdrawals From Oil Wells Gross Withdrawals From Shale Gas Wells Gross Withdrawals From Coalbed Wells Repressuring Nonhydrocarbon Gases Removed Vented and Flared Marketed Production NGPL Production, Gaseous Equivalent Dry Production Imports By Pipeline LNG Imports Exports Exports By Pipeline LNG Exports Underground Storage Capacity Gas in Underground Storage Base Gas in Underground Storage Working Gas in Underground Storage Underground Storage Injections Underground Storage Withdrawals Underground Storage Net Withdrawals Total Consumption Lease and Plant Fuel Consumption Pipeline & Distribution Use Delivered to Consumers Residential Commercial Industrial Vehicle Fuel Electric Power Period: Monthly Annual

106

Underground Coal Gasification in the USSR  

Science Journals Connector (OSTI)

By accomplishing in a single operation the extraction of coal and its conversion into a gaseous fuel, underground gasification makes it possible to avoid the heavy capital investments required for coal gasification

1983-01-01T23:59:59.000Z

107

Best practices for underground diesel emissions  

SciTech Connect

The US NIOSH and the Coal Diesel Partnership recommend practices for successfully using ceramic filters to control particulate emitted from diesel-powered equipment used in underground coal mines. 3 tabs.

Patts, L.; Brnich, M. Jr. [NIOSH Pittsburgh Research Laboratory, Pittsburgh, PA (United States)

2007-08-15T23:59:59.000Z

108

Underground Storage of Natural Gas (Kansas)  

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

Any natural gas public utility may appropriate for its use for the underground storage of natural gas any subsurface stratum or formation in any land which the commission shall have found to be...

109

UEME : the underground electronic music experience  

E-Print Network (OSTI)

The global electronic music scene has remained underground for its entire lifespan, momentarily materializing during an event, a place defined by the music performed and the people who desire the experience. As festivals ...

Ciraulo, Christopher Samuel

2005-01-01T23:59:59.000Z

110

Applicability of Related Data, Algorithms, and Models to the Simulation of Ground-Coupled Residential Hot Water Piping in California  

SciTech Connect

Residential water heating is an important consideration in California?s building energy efficiency standard. Explicit treatment of ground-coupled hot water piping is one of several planned improvements to the standard. The properties of water, piping, insulation, backfill materials, concrete slabs, and soil, their interactions, and their variations with temperature and over time are important considerations in the required supporting analysis. Heat transfer algorithms and models devised for generalized, hot water distribution system, ground-source heat pump and ground heat exchanger, nuclear waste repository, buried oil pipeline, and underground electricity transmission cable applications can be adapted to the simulation of under-slab water piping. A numerical model that permits detailed examination of and broad variations in many inputs while employing a technique to conserve computer run time is recommended.

Warner, J.L.; Lutz, J.D.

2006-01-01T23:59:59.000Z

111

Underground Natural Gas Storage Capacity  

Gasoline and Diesel Fuel Update (EIA)

. . Underground Natural Gas Storage Capacity by State, December 31, 1996 (Capacity in Billion Cubic Feet) Table State Interstate Companies Intrastate Companies Independent Companies Total Number of Active Fields Capacity Number of Active Fields Capacity Number of Active Fields Capacity Number of Active Fields Capacity Percent of U.S. Capacity Alabama................. 0 0 1 3 0 0 1 3 0.04 Arkansas ................ 0 0 3 32 0 0 3 32 0.40 California................ 0 0 10 470 0 0 10 470 5.89 Colorado ................ 4 66 5 34 0 0 9 100 1.25 Illinois ..................... 6 259 24 639 0 0 30 898 11.26 Indiana ................... 6 16 22 97 0 0 28 113 1.42 Iowa ....................... 4 270 0 0 0 0 4 270 3.39 Kansas ................... 16 279 2 6 0 0 18 285 3.57 Kentucky ................ 6 167 18 49 0 0 24 216 2.71 Louisiana................ 8 530 4 25 0 0 12 555 6.95 Maryland ................ 1 62

112

Depleted argon from underground sources  

SciTech Connect

Argon is a powerful scintillator and an excellent medium for detection of ionization. Its high discrimination power against minimum ionization tracks, in favor of selection of nuclear recoils, makes it an attractive medium for direct detection of WIMP dark matter. However, cosmogenic {sup 39}Ar contamination in atmospheric argon limits the size of liquid argon dark matter detectors due to pile-up. The cosmic ray shielding by the earth means that Argon from deep underground is depleted in {sup 39}Ar. In Cortez Colorado a CO{sub 2} well has been discovered to contain approximately 500ppm of argon as a contamination in the CO{sub 2}. In order to produce argon for dark matter detectors we first concentrate the argon locally to 3-5% in an Ar, N{sub 2}, and He mixture, from the CO{sub 2} through chromatographic gas separation. The N{sub 2} and He will be removed by continuous cryogenic distillation in the Cryogenic Distillation Column recently built at Fermilab. In this talk we will discuss the entire extraction and purification process; with emphasis on the recent commissioning and initial performance of the cryogenic distillation column purification.

Back, H.O.; /Princeton U.; Alton, A.; /Augustana U. Coll.; Calaprice, F.; Galbiati, C.; Goretti, A.; /Princeton U.; Kendziora, C.; /Fermilab; Loer, B.; /Princeton U.; Montanari, D.; /Fermilab; Mosteiro, P.; /Princeton U.; Pordes, S.; /Fermilab

2011-09-01T23:59:59.000Z

113

Evaluation of Trenchless Installation Technology for Radioactive Wastewater Piping Applications  

SciTech Connect

The U.S. Department of Energy (DOE) Office of Environmental Management (EM) cleanup mission at Oak Ridge National Laboratory (ORNL) includes dispositioning facilities, contaminated legacy materials/waste, and contamination sources and remediation of soil under facilities, groundwater, and surface water to support final Records of Decision (RODs). The Integrated Facilities Disposition Project (IFDP) is a roughly $15B project for completion of the EM mission at Oak Ridge, with a project duration of up to 35 years. The IFDP Mission Need Statement - Critical Decision-0 (CD-0) - was approved by DOE in July 2007, and the IFDP Alternative Selection and Cost Range - Critical Decision-1 (CD-1) - was approved in November 2008. The IFDP scope includes reconfiguration of waste collection and treatment systems as needed to complete the IFDP remediation and decontamination and decommissioning (D&D) missions in a safe and cost-effective manner while maintaining compliance with all governing regulations and bodies and preserving the support of continuing operations at ORNL. A step in the CD-1 approval process included an external technical review (ETR) of technical approaches proposed in the CD-1 document related to the facility reconfiguration for the ORNL radioactive waste and liquid low-level waste management systems. The ETR team recommended that the IFDP team consider the use of trenchless technologies for installing pipelines underground in and around contaminated sites as part of the alternatives evaluations required in support of the CD-2 process. The team specifically recommended evaluating trenchless technologies for installing new pipes in existing underground pipelines as an alternative to conventional open trench installation methods. Potential benefits could include reduction in project costs, less costly underground piping, fewer disruptions of ongoing and surface activities, and lower risk for workers. While trenchless technologies have been used extensively in the sanitary sewer and natural gas pipeline industries, they have been used far less in contaminated environments. Although trenchless technologies have been used at ORNL in limited applications to install new potable water and gas lines, the technologies have not been used in radioactive applications. This study evaluates the technical risks, benefits, and economics for installing gravity drained and pressurized piping using trenchless technologies compared to conventional installation methods for radioactive applications under ORNL geological conditions. A range of trenchless installation technologies was reviewed for this report for general applicability for replacing existing contaminated piping and/or installing new pipelines in potentially contaminated areas. Installation methods that were determined to have potential for use in typical ORNL contaminated environments were then evaluated in more detail for three specific ORNL applications. Each feasible alternative was evaluated against the baseline conventional open trench installation method using weighted criteria in the areas of environment, safety, and health (ES&H); project cost and schedule; and technical operability. The formulation of alternatives for evaluation, the development of selection criteria, and the scoring of alternatives were performed by ORNL staff with input from vendors and consultants. A description of the evaluation methodology and the evaluation results are documented in the following sections of this report.

Robinson, Sharon M [ORNL; Jubin, Robert Thomas [ORNL; Patton, Bradley D [ORNL; Sullivan, Nicholas M [ORNL; Bugbee, Kathy P [ORNL

2009-09-01T23:59:59.000Z

114

Underground ventilation remote monitoring and control system  

SciTech Connect

This paper presents the design and installation of an underground ventilation remote monitoring and control system at the Waste Isolation Pilot Plant. This facility is designed to demonstrate safe underground disposal of U.S. defense generated transuranic nuclear waste. To improve the operability of the ventilation system, an underground remote monitoring and control system was designed and installed. The system consists of 15 air velocity sensors and 8 differential pressure sensors strategically located throughout the underground facility providing real-time data regarding the status of the ventilation system. In addition, a control system was installed on the main underground air regulators. The regulator control system gives indication of the regulator position and can be controlled either locally or remotely. The sensor output is displayed locally and at a central surface location through the site-wide Central Monitoring System (CMS). The CMS operator can review all sensor data and can remotely operate the main underground regulators. Furthermore, the Virtual Address Extension (VAX) network allows the ventilation engineer to retrieve real-time ventilation data on his personal computer located in his workstation. This paper describes the types of sensors selected, the installation of the instrumentation, and the initial operation of the remote monitoring system.

Strever, M.T.; Wallace, K.G. Jr.; McDaniel, K.H.

1995-12-31T23:59:59.000Z

115

An assessment of underground and aboveground steam system failures in the SRS waste tank farms  

SciTech Connect

Underground steam system failures in waste tank farms at the Savannah River Site (SRS) increased significantly in the 3--4 year period prior to 1995. The primary safety issues created by the failures were the formation of sub-surface voids in soil and the loss of steam jet transfer and waste evaporation capability, and the loss of heating and ventilation to the tanks. The average annual cost for excavation and repair of the underground steam system was estimated to be several million dollars. These factors prompted engineering personnel to re-consider long-term solutions to the problem. The primary cause of these failures was the inadequate thermal insulation utilized for steam lines associated with older tanks. The failure mechanisms were either pitting or localized general corrosion on the exterior of the pipe beneath the thermal insulation. The most realistic and practical solution is to replace the underground lines by installing aboveground steam systems, although this option will incur significant initial capital costs. Steam system components, installed aboveground in other areas of the tank farms have experienced few failures, while in continuous use. As a result, piecewise installation of temporary aboveground steam systems have been implemented in F-area whenever opportunities, i.e., failures, present themselves.

Hsu, T.C.; Shurrab, M.S.; Wiersma, B.J. [Westinghouse Savannah River Co., Aiken, SC (United States)

1997-12-01T23:59:59.000Z

116

Radiological assessment of BWR recirculatory pipe replacement  

SciTech Connect

Replacement of primary recirculating coolant pipe in BWRs is a major effort that has been carried out at a number of nuclear generating stations. This report reviews the planned or actual pipe replacement projects at six sites: Nine Mile Point-1, Monticello, Cooper, Peach Bottom-2, Vermont Yankee, and Browns Ferry-1. It covers the radiological issues of the pipe replacement, measures taken to reduce doses to ALARA, estimated and actual occupational doses, and lessons learned during the various replacements. The basis for the decisions to replace the pipes, the methods used for preparation and decontamination, the removal of old pipe, and the installation of the new pipe are briefly described. Methods for reducing occupational radiation dose during pipe repairs/replacements are recommended. 32 refs., 12 figs., 17 tabs.

Parkhurst, M.A.; Hadlock, D.E.; Harty, R.; Pappin, J.L.

1986-02-01T23:59:59.000Z

117

Tropical Fruit Ambrosia Makes 6 servings  

E-Print Network (OSTI)

Tropical Fruit Ambrosia Makes 6 servings 1 jar (26 oz.) mixed tropical fruit, drained 1 large coconut Lettuce leaves Directions: 1. In a large bowl, combine the tropical fruit and banana. 2. In a small bowl, stir together the yogurt, lime zest, and lime juice until blended. 3. Spoon over the fruit

Florida, University of

118

UNIVERSITY OF TORONTO Serving Customized Master Menu  

E-Print Network (OSTI)

Drumstick and WG Brown Rice Chicken Drumstick baked in a Herb Dressing and served with WG Brown Rice Sandwich on WW Bread Fresh Vegetables and Ranch Dip Natural Fruit Yogurt with Granola 0.5 2.5 0.25 2.5 0 2

Toronto, University of

119

Dual manifold heat pipe evaporator  

DOE Patents (OSTI)

An improved evaporator section for a dual manifold heat pipe. Both the upper and lower manifolds can have surfaces exposed to the heat source which evaporate the working fluid. The tubes in the tube bank between the manifolds have openings in their lower extensions into the lower manifold to provide for the transport of evaporated working fluid from the lower manifold into the tubes and from there on into the upper manifold and on to the condenser portion of the heat pipe. A wick structure lining the inner walls of the evaporator tubes extends into both the upper and lower manifolds. At least some of the tubes also have overflow tubes contained within them to carry condensed working fluid from the upper manifold to pass to the lower without spilling down the inside walls of the tubes.

Adkins, Douglas R. (Albuquerque, NM); Rawlinson, K. Scott (Albuquerque, NM)

1994-01-01T23:59:59.000Z

120

Dual manifold heat pipe evaporator  

DOE Patents (OSTI)

An improved evaporator section is described for a dual manifold heat pipe. Both the upper and lower manifolds can have surfaces exposed to the heat source which evaporate the working fluid. The tubes in the tube bank between the manifolds have openings in their lower extensions into the lower manifold to provide for the transport of evaporated working fluid from the lower manifold into the tubes and from there on into the upper manifold and on to the condenser portion of the heat pipe. A wick structure lining the inner walls of the evaporator tubes extends into both the upper and lower manifolds. At least some of the tubes also have overflow tubes contained within them to carry condensed working fluid from the upper manifold to pass to the lower without spilling down the inside walls of the tubes. 1 figure.

Adkins, D.R.; Rawlinson, K.S.

1994-01-04T23:59:59.000Z

Note: This page contains sample records for the topic "underground pipes serving" 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

Hot Leg Piping Materials Issues  

SciTech Connect

With Naval Reactors (NR) approval of the Naval Reactors Prime Contractor Team (NRPCT) recommendation to develop a gas cooled reactor directly coupled to a Brayton power conversion system as the space nuclear power plant (SNPP) for Project Prometheus (References a and b) the reactor outlet piping was recognized to require a design that utilizes internal insulation (Reference c). The initial pipe design suggested ceramic fiber blanket as the insulation material based on requirements associated with service temperature capability within the expected range, very low thermal conductivity, and low density. Nevertheless, it was not considered to be well suited for internal insulation use because its very high surface area and proclivity for holding adsorbed gases, especially water, would make outgassing a source of contaminant gases in the He-Xe working fluid. Additionally, ceramic fiber blanket insulating materials become very friable after relatively short service periods at working temperatures and small pieces of fiber could be dislodged and contaminate the system. Consequently, alternative insulation materials were sought that would have comparable thermal properties and density but superior structural integrity and greatly reduced outgassing. This letter provides technical information regarding insulation and materials issues for the Hot Leg Piping preconceptual design developed for the Project Prometheus space nuclear power plant (SNPP).

V. Munne

2006-07-19T23:59:59.000Z

122

A Comparison of Popular Remedial Technologies for Petroleum Contaminated Soils from Leaking Underground Storage Tanks  

E-Print Network (OSTI)

Underground Storage Tanks. Chelsea: Lewis Publishers.and Underground Storage Tank Sites. Database on-line.Michigan Underground Storage Tank Rules. Database on-line.

Kujat, Jonathon D.

1999-01-01T23:59:59.000Z

123

Assessing the Effectiveness of California's Underground Storage Tank Annual Inspection Rate Requirements  

E-Print Network (OSTI)

Leaks from Underground Storage Tanks by Media Affected Soilfrom Underground Storage Tank Facilities Cities CountiesCities Counties Leaks per Underground Storage Tank Facility

Cutter, W. Bowman

2008-01-01T23:59:59.000Z

124

E-Print Network 3.0 - amchitka underground nuclear Sample Search...  

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

underground nuclear Search Powered by Explorit Topic List Advanced Search Sample search results for: amchitka underground nuclear Page: << < 1 2 3 4 5 > >> 1 Underground Nuclear...

125

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

E-Print Network (OSTI)

Helms Underground Powerhouse - Pumped storage project Figurelayout of underground powerhouse complex—Helms Pumped57. Helms Underground Powerhouse Pumped Storage Project

Wallenberg, H.A.

2010-01-01T23:59:59.000Z

126

Wyandotte Municipal Serv Comm | Open Energy Information  

Open Energy Info (EERE)

Wyandotte Municipal Serv Comm Wyandotte Municipal Serv Comm Place Michigan Utility Id 21048 Utility Location Yes Ownership M NERC Location RFC NERC RFC Yes Operates Generating Plant Yes Activity Generation Yes Activity Transmission Yes Activity Buying Transmission 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 HEATING STEAM RATE Residential HOT WATER DISTRICT HEATING RATE Commercial LARGE GENERAL SERVICE RATE Commercial Commercial LARGE GENERAL SERVICE RATE Commercial (Time-Differentiated Meter) Commercial LARGE GENERAL SERVICE RATE Industrial (Time-Differentiated Meter)

127

The Basics of Underground Natural Gas Storage  

Gasoline and Diesel Fuel Update (EIA)

Analysis > The Basics of Underground Natural Gas Storage Analysis > The Basics of Underground Natural Gas Storage The Basics of Underground Natural Gas Storage Latest update: August 2004 Printer-Friendly Version Natural gas-a colorless, odorless, gaseous hydrocarbon-may be stored in a number of different ways. It is most commonly held in inventory underground under pressure in three types of facilities. These are: (1) depleted reservoirs in oil and/or gas fields, (2) aquifers, and (3) salt cavern formations. (Natural gas is also stored in liquid form in above-ground tanks. A discussion of liquefied natural gas (LNG) is beyond the scope of this report. For more information about LNG, please see the EIA report, The Global Liquefied Natural Gas Market: Status & Outlook.) Each storage type has its own physical characteristics (porosity, permeability, retention capability) and economics (site preparation and maintenance costs, deliverability rates, and cycling capability), which govern its suitability to particular applications. Two of the most important characteristics of an underground storage reservoir are its capacity to hold natural gas for future use and the rate at which gas inventory can be withdrawn-its deliverability rate (see Storage Measures, below, for key definitions).

128

The Basics of Underground Natural Gas Storage  

Gasoline and Diesel Fuel Update (EIA)

The Basics of Underground Natural Gas Storage The Basics of Underground Natural Gas Storage Latest update: August 2004 Natural gas-a colorless, odorless, gaseous hydrocarbon-may be stored in a number of different ways. It is most commonly held in inventory underground under pressure in three types of facilities. These are: (1) depleted reservoirs in oil and/or gas fields, (2) aquifers, and (3) salt cavern formations. (Natural gas is also stored in liquid form in above-ground tanks. A discussion of liquefied natural gas (LNG) is beyond the scope of this report. For more information about LNG, please see the EIA report, The Global Liquefied Natural Gas Market: Status & Outlook.) Each storage type has its own physical characteristics (porosity, permeability, retention capability) and economics (site preparation and

129

Hot clamp design for LMFBR piping systems  

SciTech Connect

Thin-wall, large-diameter piping for liquid metal fast breeder reactor (LMFBR) plants can be subjected to significant thermal transients during reactor scrams. To reduce local thermal stresses, an insulated cold clamp was designed for the fast flux test facility and was also applied to some prototype reactors thereafter. However, the cost minimization of LMFBR requires much simpler designs. This paper presents a hot clamp design concept, which uses standard clamp halves directly attached to the pipe surface leaving an initial gap. Combinations of flexible pipe and rigid clamp achieved a self-control effect on clamp-induced pipe stresses due to the initial gap. A 3-D contact and inelastic history analysis were performed to verify the hot clamp concept. Considerations to reduce the initial stress at installation, to mitigate the clamp restraint on the pipe expansion during thermal shocks, and to maintain the pipe-clamp stiffness desired during a seismic event were discussed.

Kobayashi, T.; Tateishi, M. (Nippon MARC Co., Ltd., Tokyo (Japan))

1993-02-01T23:59:59.000Z

130

Piping inspection carriage having axially displaceable sensor  

DOE Patents (OSTI)

A pipe inspection instrument carriage for use with a pipe crawler for performing internal inspections of piping surfaces. The carriage has a front leg assembly, a rear leg assembly and a central support connecting the two assemblies and for mounting an instrument arm having inspection instruments. The instrument arm has a y-arm mounted distally thereon for axially aligning the inspection instrumentation and a mounting block, a linear actuator and axial movement arm for extending the inspection instruments radially outward to operably position the inspection instruments on the piping interior. Also, the carriage has a rotation motor and gear assembly for rotating the central support and the front leg assembly with respect to the rear leg assembly so that the inspection instruments azimuthally scan the piping interior. The instrument carriage allows performance of all piping inspection operations with a minimum of moving parts, thus decreasing the likelihood of performance failure.

Zollinger, William T. (Martinez, GA); Treanor, Richard C. (Augusta, GA)

1994-01-01T23:59:59.000Z

131

Downhole pipe selection for acoustic telemetry  

DOE Patents (OSTI)

A system is described for transmitting signals along a downhole string including a plurality of serially connected tubular pipes such as drill or production pipes, a transmitter for transmitting a signal along the string and a receiver for receiving the signal placed along the string at a location spaced from said transmitting means, wherein the pipes between the transmitter and the receiver are ordered according to length of tube to minimize loss of signal from said transmitter to said receiver. 7 figs.

Drumheller, D.S.

1995-12-19T23:59:59.000Z

132

Underground Facilities Information (Iowa) | Department of Energy  

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

Facilities Information (Iowa) Facilities Information (Iowa) Underground Facilities Information (Iowa) < Back Eligibility Agricultural Commercial Construction Fuel Distributor Industrial Installer/Contractor Institutional Investor-Owned Utility Low-Income Residential Multi-Family Residential Municipal/Public Utility Residential Transportation Utility Savings Category Alternative Fuel Vehicles Hydrogen & Fuel Cells Buying & Making Electricity Solar Wind Program Info State Iowa Program Type Environmental Regulations Provider Iowa Utilities Board This section applies to any excavation which may impact underground facilities, including those used for the conveyance of electricity or the transportation of hazardous liquids or natural gas. Excavation is prohibited unless notification takes place, as described in this chapter

133

Underground Injection Control Permits and Registrations (Texas) |  

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

You are here You are here Home » Underground Injection Control Permits and Registrations (Texas) Underground Injection Control Permits and Registrations (Texas) < Back Eligibility Utility Agricultural Investor-Owned Utility State/Provincial Govt Industrial Construction Municipal/Public Utility Local Government Installer/Contractor Rural Electric Cooperative Fuel Distributor Savings Category Buying & Making Electricity Program Info State Texas Program Type Environmental Regulations Safety and Operational Guidelines Provider Texas Commission on Environmental Quality Chapter 27 of the Texas Water Code (the Injection Well Act) defines an "injection well" as "an artificial excavation or opening in the ground made by digging, boring, drilling, jetting, driving, or some other

134

Notification for Underground Storage Tanks (EPA Form 7530-1)...  

Open Energy Info (EERE)

Notification for Underground Storage Tanks (EPA Form 7530-1) Jump to: navigation, search OpenEI Reference LibraryAdd to library Form: Notification for Underground Storage Tanks...

135

Visit to the Deep Underground Science and Engineering Laboratory  

ScienceCinema (OSTI)

U.S. Department of Energy scientists and administrators join members of the National Science Foundation and South Dakotas Sanford Underground Laboratory for the deepest journey yet to the proposed site of the Deep Underground Science and Engineering Laboratory (DUSEL).

None

2010-01-08T23:59:59.000Z

136

Ground Motions from and House Response to Underground Aggregate Mining  

E-Print Network (OSTI)

interest because many urban quarries have gone underground or are considering doing so. Three cracks were to determine future blasting controls for a underground aggregate quarry near Franklin, KY (Revey, 2005

137

Stress analysis of piping elbows  

SciTech Connect

The problem undertaken in this paper is the investigation of the stresses generated in circular piping elbows of variable thickness, under the influence of uniform internal pressure. It is observed now that the material region and the imposed loading conform to the same axial symmetry. This fact strongly suggests the employment of toroidal coordinates and the Boussinesq-Papkovitch-Neuber (BPN) potential function approach towards obtaining the solution to the above posed problem. The results obtained by this BPN approach are compared with the numerical solution generated by a boundary integral equation approach. The comparison yields a good agreement.

Choi, J.; Rentzepis, G.M. [Georgia Inst. of Tech., Atlanta, GA (United States). George W. Woodruff School of Mechanical Engineering

1996-12-31T23:59:59.000Z

138

Join our Webinar for Minority Serving Institutions on Science...  

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

our Webinar for Minority Serving Institutions on Science Education Opportunities This Monday Join our Webinar for Minority Serving Institutions on Science Education Opportunities...

139

Energy Department National Labs and Minority Serving Institutions  

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

Minority serving institutions include colleges and universities that are Historically Black Colleges and Universities, Hispanic Serving Institutions, Asian American Native American/Pacific Islander...

140

Rectifiers used on the London Underground Railways  

Science Journals Connector (OSTI)

... Lunn to the Institution of Electrical Engftieers on November 7, a description of the rectifier substations is given and also much useful information of the working of these rectifiers for traction ... there is little vibration; but in these respects the rectifier is much superior. The substation buildings for operating the traction system of the London Underground are in very densely populated ...

1935-11-30T23:59:59.000Z

Note: This page contains sample records for the topic "underground pipes serving" 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

Underground natural gas storage reservoir management  

SciTech Connect

The objective of this study is to research technologies and methodologies that will reduce the costs associated with the operation and maintenance of underground natural gas storage. This effort will include a survey of public information to determine the amount of natural gas lost from underground storage fields, determine the causes of this lost gas, and develop strategies and remedial designs to reduce or stop the gas loss from selected fields. Phase I includes a detailed survey of US natural gas storage reservoirs to determine the actual amount of natural gas annually lost from underground storage fields. These reservoirs will be ranked, the resultant will include the amount of gas and revenue annually lost. The results will be analyzed in conjunction with the type (geologic) of storage reservoirs to determine the significance and impact of the gas loss. A report of the work accomplished will be prepared. The report will include: (1) a summary list by geologic type of US gas storage reservoirs and their annual underground gas storage losses in ft{sup 3}; (2) a rank by geologic classifications as to the amount of gas lost and the resultant lost revenue; and (3) show the level of significance and impact of the losses by geologic type. Concurrently, the amount of storage activity has increased in conjunction with the net increase of natural gas imports as shown on Figure No. 3. Storage is playing an ever increasing importance in supplying the domestic energy requirements.

Ortiz, I.; Anthony, R.

1995-06-01T23:59:59.000Z

142

The Public Perceptions of Underground Coal Gasification (UCG)  

E-Print Network (OSTI)

The Public Perceptions of Underground Coal Gasification (UCG): A Pilot Study Simon Shackley #12;The Public Perceptions of Underground Coal Gasification (UCG): A Pilot Study Dr Simon Shackley of Underground Coal Gasification (UCG) in the United Kingdom. The objectives were to identify the main dangers

Watson, Andrew

143

Detection of Underground Marlpit Quarries Using High Resolution Seismic  

E-Print Network (OSTI)

Detection of Underground Marlpit Quarries Using High Resolution Seismic B. Piwakowski* (Ecole of high resolution reflection seismic for the detection and location of underground marlpit quarries of the geological structure, the results show that the detection of marlpit underground quarries, often considered

Boyer, Edmond

144

Asymptotic scaling in turbulent pipe flow  

Science Journals Connector (OSTI)

...obtained in industrial piping such as a transcontinental natural gas pipelines. D is the pipe diameter and is the volume-averaged...Marati, N , C.M Casciola, and R Piva2004Energy cascade and spatial fluxes in wall turbulence. J. Fluid Mech...

2007-01-01T23:59:59.000Z

145

Heat pipe with embedded wick structure  

DOE Patents (OSTI)

A heat pipe has an embedded wick structure that maximizes capillary pumping capability. Heat from attached devices such as integrated circuits evaporates working fluid in the heat pipe. The vapor cools and condenses on a heat dissipation surface. The condensate collects in the wick structure, where capillary pumping returns the fluid to high heat areas. 7 figs.

Adkins, D.R.; Shen, D.S.; Tuck, M.R.; Palmer, D.W.; Grafe, V.G.

1998-06-23T23:59:59.000Z

146

Stability analysis of pipe racks for industrial facilities.  

E-Print Network (OSTI)

??Pipe rack structures are used extensively throughout industrial facilities worldwide. While stability analysis is required in pipe rack design per the AISC Specification for Structural… (more)

Nelson, David Aaron

2012-01-01T23:59:59.000Z

147

Effect of nanofluids on thermal performance of heat pipes.  

E-Print Network (OSTI)

?? A relatively new way for utilizing the thermal performance of heat pipes is to use nanofluids as working fluids in the heat pipes. Heat… (more)

Ferizaj, Drilon

2014-01-01T23:59:59.000Z

148

Hydrogen Piping Experience in Chevron Refining  

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

Piping Piping Experience in Chevron Refining Ned Niccolls Materials Engineer Chevron Energy Technology Company Hydrogen Pipeline Working Group Workshop August 30-31, 2005 Outline 2 Overall perspectives from long term use of hydrogen piping in refining. Piping specifications and practices. The (few) problem areas. Related industry work: American Petroleum Institute corrosion and materials work on high temperature hydrogen attack. Overall Perspectives 3 Few problems with hydrogen piping operating at ambient to at least 800F and pressures up to at least 3000psia as long as we stay within well- defined limits H2S contamination presents many more problems, beyond the scope of this talk We will note a couple of specific vulnerabilities Refining tracks materials performance in

149

Pipe supports and anchors - LMFBR applications  

SciTech Connect

Pipe design and support design can not be treated as separate disciplines. A coordinated design approach is required if LMFBR pipe system adequacy is to be achieved at a reasonable cost. It is particularly important that system designers understand and consider those factors which influence support train flexibility and thus the pipe system dynamic stress levels. The system approach must not stop with the design phase but should continue thru the erection and acceptance test procedures. The factors that should be considered in the design of LMFBR pipe supports and anchors are described. The various pipe support train elements are described together with guidance on analysis, design and application aspects. Post erection acceptance and verification test procedures are then discussed.

Anderson, M.J.

1983-06-01T23:59:59.000Z

150

Ultrasonic guided waves in eccentric annular pipes  

SciTech Connect

This paper studies the feasibility of using ultrasonic guided waves to rapidly inspect tubes and pipes for possible eccentricity. While guided waves are well established in the long range inspection of structures such as pipes and plates, studies for more complex cross sections are limited and analytical solutions are often difficult to obtain. Recent developments have made the Semi Analytical Finite Element (SAFE) method widely accessible for researchers to study guided wave properties in complex structures. Here the SAFE method is used to study the effect of eccentricity on the modal structures and velocities of lower order guided wave modes in thin pipes of diameters typically of interest to the industry. Results are validated using experiments. The paper demonstrates that even a small eccentricity in the pipe can strongly affect guided wave mode structures and velocities and hence shows potential for pipe eccentricity inspection.

Pattanayak, Roson Kumar; Balasubramaniam, Krishnan; Rajagopal, Prabhu [Centre for NDE, Indian Institute of Technology - Madras Chennai 600036, T. N. (India)

2014-02-18T23:59:59.000Z

151

Georgia Underground Storage Tank Act (Georgia) | Department of Energy  

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

Underground Storage Tank Act (Georgia) Underground Storage Tank Act (Georgia) Georgia Underground Storage Tank Act (Georgia) < Back Eligibility Agricultural Commercial Construction Developer 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 Program Info State Georgia Program Type Environmental Regulations Siting and Permitting Provider Georgia Department of Natural Resources The Georgia Underground Storage Act (GUST) provides a comprehensive program to prevent, detect, and correct releases from underground storage tanks

152

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

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

Hoe Creek Underground Coal Hoe Creek Underground Coal Gasification Site - 045 FUSRAP Considered Sites Site: Hoe Creek Underground Coal Gasification Site (045) Designated Name: Alternate Name: Location: Evaluation Year: Site Operations: Site Disposition: Radioactive Materials Handled: Primary Radioactive Materials Handled: Radiological Survey(s): Site Status: The Hoe Creek Underground Gasification site occupies 80 acres of land located in Campbell County, Wyoming. The site was used to investigate the process and environmental parameters of underground coal gasification technologies in the 1970s. The Department of Energy¿s (DOE) current mission is limited to completing environmental remediation activities at the site. This property is owned by the Bureau of Land Management (BLM),

153

Underground Storage Tank Regulations for the Certification of Persons Who  

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

Underground Storage Tank Regulations for the Certification of Underground Storage Tank Regulations for the Certification of Persons Who Install, Alter, and Remove Underground Storage Tanks (Mississippi) Underground Storage Tank Regulations for the Certification of Persons Who Install, Alter, and Remove Underground Storage Tanks (Mississippi) < Back Eligibility Agricultural Commercial Construction Developer 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 Alternative Fuel Vehicles Hydrogen & Fuel Cells

154

The Chicagoland Observatory Underground for Particle Physics cosmic ray veto system  

SciTech Connect

A photomultiplier (PMT) readout system has been designed for use by the cosmic ray veto systems of two warm liquid bubble chambers built at Fermilab by the Chicagoland Observatory Underground for Particle Physics (COUPP) collaboration. The systems are designed to minimize the infrastructure necessary for installation. Up to five PMTs can be daisy-chained on a single data link using standard Category 5 network cable. The cables is also serve distribute to low voltage power. High voltage is generated locally on each PMT base. Analog and digital signal processing is also performed locally. The PMT base and system controller design and performance measurements are presented.

Crisler, M.; Hall, J.; Ramberg, E.; Kiper, T.; /Fermilab

2010-11-01T23:59:59.000Z

155

Corrective action unit modeling approach for the underground test area, Nevada Test Site, Nye County, Nevada  

SciTech Connect

The modeling approach serves as a template for the development, application, and interpretation of the Corrective Action Unit (CAU) - scale saturated groundwater flow and transport model (herein called the CAU model) to be used for forecasting radionuclide migration in all Nevada Test Site (NTS) CAUs, consistent with the Federal Facility Agreement and Consent Order (FFACO) and Underground Test Area (UGTA) strategy. A summary of the project background, the FFACO and strategy, and the roles of participating agencies, is provided followed by a description of the contents of the document.

NONE

1998-03-01T23:59:59.000Z

156

ADEPT. aerosol deposition in cylindrical pipes  

SciTech Connect

ADEPT calculates the deposition of aerosols in straight cylindrical pipes during turbulent air flow. Aerosol deposition is calculated in a time-dependent manner based on empirical correlations for turbulent flow in pipes. The calculated deposition during a single time interval is cumulative with that of previous time intervals and results in a decreasing inner diameter of the pipe. The calculated deposition is assumed uniform over the length of the pipe. The entering aerosol distribution is specified by the user in the form of a log-normal distribution of accumulated mass versus particle size and may be time dependent. Entering flow conditions are also specified by the user and may also be time dependent. For simplicity and generality, the geometry implicit in the program is that of a cylindrical pipe with no bends or fittings. The flow is turbulent and monodirectional; only one set of inlet conditions may be applied at a given time. The flow parameters are not calculated along the length of pipe; therefore, the dynamic behavior of the aerosol within the pipe as well as the effects of reentrainment cannot be determined explicitly. A typical problem requires 2 minutes of CPU time.

Fazekas, P.; Tewarson, S.C (Burns and Roe, Oradell, NJ (United States))

1985-01-01T23:59:59.000Z

157

ADEPT. Aerosol Deposition in Cylindrical Pipes  

SciTech Connect

ADEPT calculates the deposition of aerosols in straight cylindrical pipes during turbulent air flow. Aerosol deposition is calculated in a time-dependent manner based on empirical correlations for turbulent flow in pipes. The calculated deposition during a single time interval is cumulative with that of previous time intervals and results in a decreasing inner diameter of the pipe. The calculated deposition is assumed uniform over the length of the pipe. The entering aerosol distribution is specified by the user in the form of a log-normal distribution of accumulated mass versus particle size and may be time dependent. Entering flow conditions are also specified by the user and may also be time dependent. For simplicity and generality, the geometry implicit in the program is that of a cylindrical pipe with no bends or fittings. The flow is turbulent and monodirectional; only one set of inlet conditions may be applied at a given time. The flow parameters are not calculated along the length of pipe; therefore, the dynamic behavior of the aerosol within the pipe as well as the effects of reentrainment cannot be determined explicitly. A typical problem requires 2 minutes of CPU time.

Fazekas, P.; Tewarson, S.C [Burns and Roe, Oradell, NJ (United States)

1985-01-01T23:59:59.000Z

158

Underground Natural Gas Working Storage Capacity - Methodology  

Gasoline and Diesel Fuel Update (EIA)

Summary Prices Exploration & Reserves Production Imports/Exports Pipelines Storage Consumption All Natural Gas Data Reports Analysis & Projections Most Requested Consumption Exploration & Reserves Imports/Exports & Pipelines Prices Production Projections Storage All Reports ‹ See All Natural Gas Reports Underground Natural Gas Working Storage Capacity With Data for November 2012 | Release Date: July 24, 2013 | Next Release Date: Spring 2014 Previous Issues Year: 2013 2012 2011 2010 2009 2008 2007 2006 Go Methodology Demonstrated Peak Working Gas Capacity Estimates: Estimates are based on aggregation of the noncoincident peak levels of working gas inventories at individual storage fields as reported monthly over a 60-month period ending in November 2012 on Form EIA-191, "Monthly Natural Gas Underground Storage

159

The Sanford underground research facility at Homestake  

SciTech Connect

The former Homestake gold mine in Lead, South Dakota is being transformed into a dedicated laboratory to pursue underground research in rare-process physics, as well as offering research opportunities in other disciplines such as biology, geology and engineering. A key component of the Sanford Underground Research Facility (SURF) is the Davis Campus, which is in operation at the 4850-foot level (4300 m.w.e) and currently hosts three projects: the LUX dark matter experiment, the MAJORANA DEMONSTRATOR neutrinoless double-beta decay experiment and the CUBED low-background counter. Plans for possible future experiments at SURF are well underway and include long baseline neutrino oscillation experiments, future dark matter experiments as well as nuclear astrophysics accelerators. Facility upgrades to accommodate some of these future projects have already started. SURF is a dedicated facility with significant expansion capability.

Heise, J. [Sanford Underground Research Facility, 630 East Summit Street, Lead, SD 57754 (United States)

2014-06-24T23:59:59.000Z

160

Pipe crawlers: Versatile adaptations for real applications  

SciTech Connect

A problem at the Savannah River Site requires the unique application of a pipe crawler. A number of stainless steel pipes buried in concrete require ultrasonic inspection of the heat affected zones of the welds for detection of flaws or cracks. The paper describes the utilization of an inch-worm motion pipe crawler which negotiates a 90 degree reducing elbow with significant changes in diameter and vertical sections before entering the area of concern. After a discussion of general considerations and problem description, special requirements to meet the objectives and the design approach regarding the tractor, control system, instrument carriage, and radiation protection are discussed. 2 refs., 11 figs. (MB)

Hapstack, M.; Talarek, T.R.

1990-01-01T23:59:59.000Z

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


161

Management of dry flue gas desulfurization by-products in underground mines  

SciTech Connect

Disposal of coal combustion by-products (CCBs) in an environmentally sound manner is a major issue facing the coal and utility industries in the US today. Disposal into abandoned sections of underground coal mines may overcome many of the surface disposal problems along with added benefits such as mitigation of subsidence and acid mine drainage. However, many of the abandoned underground coal mines are located far from power plants, requiring long distance hauling of by-products which will significantly contribute to the cost of disposal. For underground disposal to be economically competitive, the transportation and handling cost must be minimized. This requires careful selection of the system and optimal design for efficient operation. The materials handling and system economics research addresses these issues. Transportation and handling technologies for CCBs were investigated from technical, environmental and economic points of view. Five technologies were found promising: (1) Pneumatic Trucks, (2) Pressure Differential Rail Cars, (3) Collapsible Intermodal Containers, (4) Cylindrical Intermodal Tanks, and (5) Coal Hopper Cars with Automatic Retractable Tarping. The first two technologies are currently being utilized in transporting by-products from power plants to disposal sites, whereas the next three are either in development or in conceptualization phases. In this research project, engineering design and cost models were developed for the first four technologies. The engineering design models are in the form of spreadsheets and serve the purpose of determining efficient operating schedules and sizing of system components.

Sevim, H.

1997-06-01T23:59:59.000Z

162

Dry Pipe Sprinkler Piping Replacement Project (4588), 4/30/2012  

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

Pipe System Sprinkler Piping Replacement Projects (4588) Pipe System Sprinkler Piping Replacement Projects (4588) Program or Field Office: Y-12 Site Office Location(s) (City/County/State): Oak Ridge, Anderson County, Tennessee Proposed Action Description: Submit by E-mail The proposed action is to replace sections of dry pipe system sprinkler piping which include heads, hangers, fittings, and valves. Categorical Exclusion(s) Applied: 81.3- Routine maintenance For the complete DOE National Environmental Policy Act regulations regarding categorical exclusions, including the full text of each categorical exclusion, see Subpart D of I 0 CFR Part I 021. Regulatory Requirements in 10 CFR 1021.410(b): (See full text in regulation) [{Jrhe proposal fits within a class of actions that is listed in Appendix A orB to 10 CFR Part 1021, Subpart D.

163

High Temperature Water Heat Pipes Radiator for a Brayton Space Reactor Power System  

SciTech Connect

A high temperature water heat pipes radiator design is developed for a space power system with a sectored gas-cooled reactor and three Closed Brayton Cycle (CBC) engines, for avoidance of single point failures in reactor cooling and energy conversion and rejection. The CBC engines operate at turbine inlet and exit temperatures of 1144 K and 952 K. They have a net efficiency of 19.4% and each provides 30.5 kWe of net electrical power to the load. A He-Xe gas mixture serves as the turbine working fluid and cools the reactor core, entering at 904 K and exiting at 1149 K. Each CBC loop is coupled to a reactor sector, which is neutronically and thermally coupled, but hydraulically decoupled to the other two sectors, and to a NaK-78 secondary loop with two water heat pipes radiator panels. The segmented panels each consist of a forward fixed segment and two rear deployable segments, operating hydraulically in parallel. The deployed radiator has an effective surface area of 203 m2, and when the rear segments are folded, the stowed power system fits in the launch bay of the DELTA-IV Heavy launch vehicle. For enhanced reliability, the water heat pipes operate below 50% of their wicking limit; the sonic limit is not a concern because of the water, high vapor pressure at the temperatures of interest (384 - 491 K). The rejected power by the radiator peaks when the ratio of the lengths of evaporator sections of the longest and shortest heat pipes is the same as that of the major and minor widths of the segments. The shortest and hottest heat pipes in the rear segments operate at 491 K and 2.24 MPa, and each rejects 154 W. The longest heat pipes operate cooler (427 K and 0.52 MPa) and because they are 69% longer, reject more power (200 W each). The longest and hottest heat pipes in the forward segments reject the largest power (320 W each) while operating at {approx} 46% of capillary limit. The vapor temperature and pressure in these heat pipes are 485 K and 1.97 MPa. By contrast, the shortest water heat pipes in the forward segments operate much cooler (427 K and 0.52 MPa), and reject a much lower power of 45 W each. The radiator with six fixed and 12 rear deployable segments rejects a total of 324 kWth, weights 994 kg and has an average specific power of 326 Wth/kg and a specific mass of 5.88 kg/m2.

El-Genk, Mohamed S.; Tournier, Jean-Michel [Institute for Space and Nuclear Power Studies, University of New Mexico, Albuquerque, NM 87131 (United States); Chemical and Nuclear Engineering Department, University of New Mexico, Albuquerque, NM 87131 (United States)

2006-01-20T23:59:59.000Z

164

Dehumidifying Heat Pipes | Department of Energy  

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

Dehumidifying Heat Pipes Dehumidifying Heat Pipes Dehumidifying Heat Pipes June 24, 2012 - 4:32pm Addthis In order to make a room comfortable in hot, humid climates, an air conditioner must lower the indoor humidity level as well as the air temperature. If an air conditioner fails to lower the humidity adequately, the air will be cool, but will feel uncomfortably damp. Inappropriately sized air conditioners are prone to this problem; large units quickly cool the air, but cycle off before they can properly dehumidify it. In extremely humid climates, even correctly sized air conditioning equipment could fail to maintain a home at a comfortable humidity level. One technology that addresses this problem is the dehumidifying heat pipe, a device that enables an air conditioner to dehumidify better and still

165

Hydraulic fracturing slurry transport in horizontal pipes  

SciTech Connect

Horizontal-well activity has increased throughout the industry in the past few years. To design a successful hydraulic fracturing treatment for horizontal wells, accurate information on the transport properties of slurry in horizontal pipe is required. Limited information exists that can be used to estimate critical deposition and resuspension velocities when proppants are transported in horizontal wells with non-Newtonian fracturing gels. This paper presents a study of transport properties of various hydraulic fracturing slurries in horizontal pipes. Flow data are gathered in three transparent horizontal pipes with different diameters. Linear and crosslinked fracturing gels were studied, and the effects of variables--e.g., pipe size; polymer-gelling-agent concentration; fluid rheological properties; crosslinking effects; proppant size, density, and concentrations; fluid density; and slurry pump rate--on critical deposition and resuspension velocities were investigated. Also, equations to estimate the critical deposition and resuspension velocities of fracturing gels are provided.

Shah, S.N.; Lord, D.L. (Halliburton Services (US))

1990-09-01T23:59:59.000Z

166

Hydrogen Piping Experience in Chevron Refining  

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

Overall Perspectives: Few problems with hydrogen piping operating at ambient to at least 800F and pressures up to at least 3000psia as long as we stay within well-defined limits

167

Fabric composite heat pipe technology development  

SciTech Connect

Testing has been performed on a variety of fabric composite technology feasibility issues. These include an evaluation of the effective radiation heat transfer rate from a heated metallic surface covered by a ceramic fabric with the intent of determining the effective emissivity'' of the combination of materials, studies of the wicking properties of ceramic fabrics, and the construction of fabric composite heat pipes to test their working properties under both steady state and transient conditions. Results of these experiments shown that fabric composite combinations have greatly enhanced effective emissivities'' resulting from the increases surface area of the fabric, ceramic fabrics can work very well as the wick for heat pipes, ceramic fabric heat pipes have been demonstrated to operate under typical space conditions, and large mass reductions are possible by using fabric composite heat pipes for heat rejection radiator systems.

Klein, A.C.; Gulshan-Ara, Z.; Kiestler, W.; Snuggerud, R.; Marks, T.S. (Department of Nuclear Engineering, Oregon State University, Corvallis, Oregon 97331 (United States))

1993-01-10T23:59:59.000Z

168

Apparatus for stringing well pipe of casing  

SciTech Connect

An apparatus for use in running a string of threaded well pipe or casing in a vertical configuration in a deep well bore which is adapted to convert a top head drive drilling rig for use in running each length of pipe into the well bore. A drive spindle adaptor is provided which may be securely attached in a removably mounted manner to the rotary drive spindle or sub of a top head drive drilling rig. The drive spindle includes a pair of opposing, outwardly extending lugs disposed at a right angle to the axial direction of the spindle and a true centering guide means. A collar is included which is provided with frictional gripping members for removably securing the collar to one end of a length of conventional pipe and a pair of axially extending, spaced ears which cooperate upon engagement with said lugs on said spindle adaptor to transfer rotary motion of said spindle to said length of pipe.

Sexton, J.L.

1984-04-17T23:59:59.000Z

169

Apparatus for rotating and reciprocating well pipe  

SciTech Connect

This patent describes an apparatus for simultaneously rotating and reciprocating well pipe, having an upper end, and mechanically utilizing a rotary table attached to a drilling rig, comprising: a rotating pipe clamp assembly having an irregular cross-sectional mid-member and clamp members for releasably gripping the well pipe connected to the ends of the mid-member for rotation therewith; a square block for fitting to the rotary table square and having a selected grooved interior configuration; a torque transmitting means fitted into the grooves having openings therethrough having the same irregular cross-section as the mid-member cross-section; and a torque limiting means connecting the torque transmitting means and the block for limiting torque applied through the well pipe via the clamp assembly and the torque transmitting means.

Davis, K.D.

1988-04-12T23:59:59.000Z

170

ALS Data Visualization Lab Serves Up Computing Power  

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

ALS Data Visualization Lab Serves Up Computing Power ALS Data Visualization Lab Serves Up Computing Power Print Even though the ALS has been in shutdown mode for almost two months,...

171

Aerogel Impregnated Polyurethane Piping and Duct Insulation  

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

Aerogel Impregnated Polyurethane Aerogel Impregnated Polyurethane Piping and Duct Insulation David M. Hess InnoSense LLC david.hess@innosense.us, 310-530-2011 April 4, 2013 2 | Building Technologies Office eere.energy.gov Purpose & Objectives Problem Statement: Develop an efficient insulation system that will adhere to housing duct work and pipe structures while conforming to complex geometries. New insulations must increase the R-value of existing materials and be easy to apply or retrofit to existing structures.

172

Weir manufactures locally to serve Australian fracking market  

Science Journals Connector (OSTI)

Weir Oil & Gas has established a manifold trailer manufacturing capability in Australia to serve the country's growing fracking market.

2014-01-01T23:59:59.000Z

173

Arkansas Underground Injection Control Code (Arkansas) | Department of  

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

Arkansas Underground Injection Control Code (Arkansas) Arkansas Underground Injection Control Code (Arkansas) Arkansas Underground Injection Control Code (Arkansas) < Back Eligibility Commercial Construction Industrial Utility Program Info State Arkansas Program Type Environmental Regulations Siting and Permitting Provider Department of Environmental Quality The Arkansas Underground Injection Control Code (UIC code) is adopted pursuant to the provisions of the Arkansas Water and Air Pollution Control Act (Arkansas Code Annotated 8-5-11). It is the purpose of this UIC Code to adopt underground injection control (UIC) regulations necessary to qualify the State of Arkansas to retain authorization for its Underground Injection Control Program pursuant to the Safe Drinking Water Act of 1974, as amended; 42 USC 300f et seq. In order

174

Thermionic generator module with heat pipes  

SciTech Connect

A thermionic converter module is described comprising: a first heat pipe with an annular casing which has a first surface located on an inside surface of the annular casing, at least part of the first surface of the casing of the first heat pipe having constructed upon it a thermionic converter emitter located so that heat will be transferred by conduction from the first heat pipe casing to the thermionic converter emitter; a second heat pipe with a casing which has a second surface, the second surface being located within the first surface of the annular casing of the first heat pipe so that it is surrounded by the first surface; a thermionic converter collector located so as to transfer heat by conduction to the second surface of the casing of the second heat pipe with the thermionic converter collector being adjacent to the thermionic converter emitter but being separated from the thermionic converter emitter by an inter electrode space; and end fitting structures located so that, with the thermionic converter collector and the thermionic converter emitter, they complete an enclosure around the inter electrode space and form an evacuated enclosure within which are located the thermionic converter collector and the thermionic converter emitter.

Horner-Richardson, K.; Ernst, D.M.

1993-06-15T23:59:59.000Z

175

Wells, Borings, and Underground Uses (Minnesota) | Department of Energy  

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

Wells, Borings, and Underground Uses (Minnesota) Wells, Borings, and Underground Uses (Minnesota) Wells, Borings, and Underground Uses (Minnesota) < Back Eligibility Utility Fed. Government Commercial Agricultural Investor-Owned Utility State/Provincial Govt Industrial Construction Municipal/Public Utility Local Government Residential Installer/Contractor Rural Electric Cooperative Tribal Government Low-Income Residential Schools Retail Supplier Institutional Multi-Family Residential Systems Integrator Fuel Distributor Nonprofit General Public/Consumer Transportation Program Info State Minnesota Program Type Siting and Permitting This section regulates wells, borings, and underground storage with regards to protecting groundwater resources. The Commissioner of the Department of Health has jurisdiction, and can grant permits for proposed activities,

176

Utah Division of Environmental Response and Remediation Underground...  

Open Energy Info (EERE)

Division of Environmental Response and Remediation Underground Storage Tank Branch Webpage Jump to: navigation, search OpenEI Reference LibraryAdd to library Web Site: Utah...

177

Idaho Underground Injection Control Program Webpage | Open Energy...  

Open Energy Info (EERE)

Program Webpage Jump to: navigation, search OpenEI Reference LibraryAdd to library Web Site: Idaho Underground Injection Control Program Webpage Author Idaho Department of...

178

,"Underground Natural Gas Storage - Storage Fields Other than...  

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

Name","Description"," Of Series","Frequency","Latest Data for" ,"Data 1","Underground Natural Gas Storage - Storage Fields Other than Salt Caverns",8,"Monthly","102014","115...

179

All of Hanford's underground waste tanks generate hydrogen gas...  

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

of Hanford's underground waste tanks generate hydrogen gas to some degree since the radioactivity in the waste releases hydrogen from basic nuclear reactions. The routine release...

180

Title 18 Alaska Administrative Code Chapter 78 Underground Storage...  

Open Energy Info (EERE)

Underground Storage Tanks Jump to: navigation, search OpenEI Reference LibraryAdd to library Legal Document- RegulationRegulation: Title 18 Alaska Administrative Code Chapter 78...

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


181

Hawaii Department of Health Underground Storage Tank Webpage...  

Open Energy Info (EERE)

Abstract This webpage provides information on the regulation of underground storage tanks. Author State of Hawaii Department of Health Published State of Hawaii, Date Not...

182

Hawaii Underground Injection Control Program Webpage | Open Energy...  

Open Energy Info (EERE)

Program Webpage Jump to: navigation, search OpenEI Reference LibraryAdd to library Web Site: Hawaii Underground Injection Control Program Webpage Author State of Hawaii...

183

NNSA Commemorates the 20th Anniversary of the Last Underground...  

National Nuclear Security Administration (NNSA)

Commemorates the 20th Anniversary of the Last Underground Nuclear Test | National Nuclear Security Administration People Mission Managing the Stockpile Preventing Proliferation...

184

,"New York Underground Natural Gas Storage - All Operators"  

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

Name","Description"," Of Series","Frequency","Latest Data for" ,"Data 1","New York Underground Natural Gas Storage - All Operators",3,"Annual",2013,"6301967" ,"Release...

185

Underground coal gasification : overview of an economic and environmental evaluation.  

E-Print Network (OSTI)

??This paper examines an overview of the economic and environmental aspects of Underground Coal Gasification (UCG) as a viable option to the above ground Surface… (more)

Kitaka, Richard Herbertson

2012-01-01T23:59:59.000Z

186

EPA - Ground Water Discharges (EPA's Underground Injection Control...  

Open Energy Info (EERE)

EPA - Ground Water Discharges (EPA's Underground Injection Control Program) webpage Jump to: navigation, search OpenEI Reference LibraryAdd to library Web Site: EPA - Ground Water...

187

Underground Storage Tanks (New Jersey) | Department of Energy  

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

Underground Storage Tanks (New Jersey) Underground Storage Tanks (New Jersey) Underground Storage Tanks (New Jersey) < Back Eligibility Agricultural Commercial Construction Developer 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 Program Info State New Jersey Program Type Safety and Operational Guidelines This chapter constitutes rules for all underground storage tank facilities- including registration, reporting, permitting, certification, financial responsibility and to protect human health and the environment

188

Key tests set for underground coal gasification  

SciTech Connect

Underground coal gasification (UCG) is about to undergo some tests. The tests will be conducted by Lawrence Livermore National Laboratory (LLNL) in a coal seam owned by Washington Irrigation and Development Co. A much-improved UCG system has been developed by Stephens and his associates at LLNL - the controlled retracting injection point (CRIP) method. Pritchard Corp., Kansas City, has done some conceptual process design and has further studied the feasibility of using the raw gas from a UCG burn as a feedstock for methanol synthesis and/or MTG gasoline. Each method was described. (DP)

Haggin, J.

1983-07-18T23:59:59.000Z

189

CoServ - Solar Energy Rebate (Texas) | Department of Energy  

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

CoServ - Solar Energy Rebate (Texas) CoServ - Solar Energy Rebate (Texas) CoServ - Solar Energy Rebate (Texas) < Back Eligibility Commercial Residential Savings Category Solar Buying & Making Electricity Maximum Rebate $5,000 Program Info Funding Source CoServ Start Date 01/01/2011 State Texas Program Type Utility Rebate Program Rebate Amount $2/W Provider CoServ Electric Cooperative '''''NOTE: Available funding for fiscal year 2012 has been exhausted for the CoServ Solar PV Rebate Program.''''' CoServ Electric Cooperative provides a variety of "Think Green Rebates" to its members, including a solar energy rebate. The solar photovoltaic (PV) system must be less than or equal to 50 kW, but the rebate is available only on the first 2.5 kW. Customers must sign an interconnection agreement

190

Federal Energy Management Program: FDA Construction Project Serves as a  

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

FDA Construction FDA Construction Project Serves as a Super ESPC Model to someone by E-mail Share Federal Energy Management Program: FDA Construction Project Serves as a Super ESPC Model on Facebook Tweet about Federal Energy Management Program: FDA Construction Project Serves as a Super ESPC Model on Twitter Bookmark Federal Energy Management Program: FDA Construction Project Serves as a Super ESPC Model on Google Bookmark Federal Energy Management Program: FDA Construction Project Serves as a Super ESPC Model on Delicious Rank Federal Energy Management Program: FDA Construction Project Serves as a Super ESPC Model on Digg Find More places to share Federal Energy Management Program: FDA Construction Project Serves as a Super ESPC Model on AddThis.com... Energy Savings Performance Contracts

191

University of Minnesota Facilities Management Response Time Standards Purpose: To best serve the University, requested maintenance actions must be planned, scheduled, and performed in some order of criticality. This  

E-Print Network (OSTI)

University of Minnesota ­ Facilities Management Response Time Standards Purpose: To best serve in an efficient and effective manner. The following priority categories have been established to standardize FMs alarms (HVAC/Temp/ Refrigeration Storage) · Overflowing toilets · Major pipe or roof leaks · Utility

Gulliver, Robert

192

Building Energy Software Tools Directory: Pipe-Flo  

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

Pipe-Flo Pipe-Flo Pipe-flo logo Flow analysis software used to design, optimize, troubleshoot and simulate the operation of piping systems of any size or configuration. PIPE-FLO provides a total picture of the piping system including the flow and pressures in pipelines, along with the interaction of pumps, control valves, and flow meters. PIPE-FLO products are used worldwide in a variety of applications throughout many industries including HVAC, fire sprinkler, wastewater collection and treatment, mining, ultra-pure water, chemical processing, power generation, pulp & paper and general industrial. Screen Shots Keywords piping analysis, pump selection, piping design, hydraulic analysis, pump sizing, pressure drop calculator, hydraulic modeling, steam distribution,

193

Peak Underground Working Natural Gas Storage Capacity  

Gasoline and Diesel Fuel Update (EIA)

Methodology Methodology Methodology Demonstrated Peak Working Gas Capacity Estimates: Estimates are based on aggregation of the noncoincident peak levels of working gas inventories at individual storage fields as reported monthly over a 60-month period ending in April 2010 on Form EIA-191M, "Monthly Natural Gas Underground Storage Report." The months of measurement for the peak storage volumes by facilities may differ; i.e., the months do not necessarily coincide. As such, the noncoincident peak for any region is at least as big as any monthly volume in the historical record. Data from Form EIA-191M, "Monthly Natural Gas Underground Storage Report," are collected from storage operators on a field-level basis. Operators can report field-level data either on a per reservoir basis or on an aggregated reservoir basis. It is possible that if all operators reported on a per reservoir basis that the demonstrated peak working gas capacity would be larger. Additionally, these data reflect inventory levels as of the last day of the report month, and a facility may have reached a higher inventory on a different day of the report month, which would not be recorded on Form EIA-191M.

194

Underground coal gasification using oxygen and steam  

SciTech Connect

In this paper, through model experiment of the underground coal gasification, the effects of pure oxygen gasification, oxygen-steam gasification, and moving-point gasification methods on the underground gasification process and gas quality were studied. Experiments showed that H{sub 2} and CO volume fraction in product gas during the pure oxygen gasification was 23.63-30.24% and 35.22-46.32%, respectively, with the gas heating value exceeding 11.00 MJ/m{sup 3}; under the oxygen-steam gasification, when the steam/oxygen ratio stood at 2: 1, gas compositions remained virtually stable and CO + H{sub 2} was basically between 61.66 and 71.29%. Moving-point gasification could effectively improve the changes in the cavity in the coal seams or the effects of roof inbreak on gas quality; the ratio of gas flowing quantity to oxygen supplying quantity was between 3.1:1 and 3.5:1 and took on the linear changes; on the basis of the test data, the reasons for gas quality changes under different gasification conditions were analyzed.

Yang, L.H.; Zhang, X.; Liu, S. [China University of Mining & Technology, Xuzhou (China)

2009-07-01T23:59:59.000Z

195

Effects of network-average magnitude bias on yield estimates for underground nuclear explosions  

Science Journals Connector (OSTI)

......yield estimates for underground nuclear explosions R. A. Clark Department...ISC, of presumed underground nuclear explosions in Kazakhstan...on estimates for underground nuclear explosions 553 explosions...utilizing a more extensive dataset, including more sources and......

R. A. Clark

1983-11-01T23:59:59.000Z

196

Seasonal thermal signatures of heat transfer by water exchange in an underground vault  

Science Journals Connector (OSTI)

......also to the long-term temperature...underground waste storage and contaminant...underground nuclear waste storage sites is...2000), the long-term impact and...Concerning the long-term temperature...underground waste storage, underlying......

Frédéric Perrier; Pierre Morat; Toshio Yoshino; Osam Sano; Hisashi Utada; Olivier Gensane; Jean-Louis Le Mouël

2004-07-01T23:59:59.000Z

197

Heat pipes for use in a magnetic field  

DOE Patents (OSTI)

A heat pipe configuration for use in a magnetic field environment of a fusion reactor is disclosed. Heat pipes for operation in a magnetic field when liquid metal working fluids are used are optimized by flattening of the heat pipes having an unobstructed annulus which significantly reduces the adverse side region effect of the prior known cylindrically configured heat pipes. The flattened heat pipes operating in a magnetic field can remove 2--3 times the heat as a cylindrical heat pipe of the same cross sectional area. 4 figs.

Werner, R.W.; Hoffman, M.A.

1983-07-19T23:59:59.000Z

198

Permanent Closure of the TAN-664 Underground Storage Tank  

SciTech Connect

This closure package documents the site assessment and permanent closure of the TAN-664 gasoline underground storage tank in accordance with the regulatory requirements established in 40 CFR 280.71, 'Technical Standards and Corrective Action Requirements for Owners and Operators of Underground Storage Tanks: Out-of-Service UST Systems and Closure.'

Bradley K. Griffith

2011-12-01T23:59:59.000Z

199

Giving Back to Those Who Served | Department of Energy  

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

Giving Back to Those Who Served Giving Back to Those Who Served Giving Back to Those Who Served November 10, 2010 - 6:58pm Addthis While we officially observe Veterans Day just once a year, we remember the service of those who have worn the uniform of the United States each and every day. Tomorrow, the Department of Energy honors those who serve, nearly 2,300 of which are DOE employees. A day dedicated to love of country, willingness to serve, and willingness to sacrifice for the common good of the Nation, it is appropriate that on this Veterans Day we look for ways we can serve others. The Department, along with the rest of the Federal government, is in the midst of the 2010 Combined Federal Campaign, a fundraising drive dedicated to giving back to those in need. We know why we give. We know how fortunate we are as Federal employees, and

200

Duffy Served as EM's First Assistant Secretary | Department of Energy  

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

Duffy Served as EM's First Assistant Secretary Duffy Served as EM's First Assistant Secretary Duffy Served as EM's First Assistant Secretary June 26, 2013 - 12:00pm Addthis Leo Duffy served as head of DOE's nuclear cleanup program from 1989 to 1993. Leo Duffy served as head of DOE's nuclear cleanup program from 1989 to 1993. Editor's note: In an occasional EM Update series, we feature interviews with former EM Assistant Secretaries to reflect on their achievements and challenges in the world's largest nuclear cleanup and to discuss endeavors in life after EM. More than 24 years ago, Leo Duffy became the first Assistant Secretary of DOE's Office of Environmental Restoration and Waste Management. Confirmed during President George H.W. Bush's administration, Duffy served as the head of this new mission from 1989 to 1993. That pioneering program is now

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


201

Duffy Served as EM's First Assistant Secretary | Department of Energy  

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

Duffy Served as EM's First Assistant Secretary Duffy Served as EM's First Assistant Secretary Duffy Served as EM's First Assistant Secretary June 26, 2013 - 12:00pm Addthis Leo Duffy served as head of DOE's nuclear cleanup program from 1989 to 1993. Leo Duffy served as head of DOE's nuclear cleanup program from 1989 to 1993. Editor's note: In an occasional EM Update series, we feature interviews with former EM Assistant Secretaries to reflect on their achievements and challenges in the world's largest nuclear cleanup and to discuss endeavors in life after EM. More than 24 years ago, Leo Duffy became the first Assistant Secretary of DOE's Office of Environmental Restoration and Waste Management. Confirmed during President George H.W. Bush's administration, Duffy served as the head of this new mission from 1989 to 1993. That pioneering program is now

202

Giving Back to Those Who Served | Department of Energy  

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

Giving Back to Those Who Served Giving Back to Those Who Served Giving Back to Those Who Served November 10, 2010 - 6:58pm Addthis While we officially observe Veterans Day just once a year, we remember the service of those who have worn the uniform of the United States each and every day. Tomorrow, the Department of Energy honors those who serve, nearly 2,300 of which are DOE employees. A day dedicated to love of country, willingness to serve, and willingness to sacrifice for the common good of the Nation, it is appropriate that on this Veterans Day we look for ways we can serve others. The Department, along with the rest of the Federal government, is in the midst of the 2010 Combined Federal Campaign, a fundraising drive dedicated to giving back to those in need. We know why we give. We know how fortunate we are as Federal employees, and

203

Alabama Underground Storage Tank And Wellhead Protection Act (Alabama) |  

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

Alabama Underground Storage Tank And Wellhead Protection Act Alabama Underground Storage Tank And Wellhead Protection Act (Alabama) Alabama Underground Storage Tank And Wellhead Protection Act (Alabama) < Back Eligibility Commercial Construction Industrial Municipal/Public Utility Savings Category Buying & Making Electricity Water Home Weatherization Program Info State Alabama Program Type Environmental Regulations The department, acting through the commission, is authorized to promulgate rules and regulations governing underground storage tanks and is authorized to seek the approval of the United States Environmental Protection Agency to operate the state underground storage tank program in lieu of the federal program. In addition to specific authorities provided by this chapter, the department is authorized, acting through the commission, to

204

The Strip and Underground Mine Reclamation Act (Montana) | Department of  

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

The Strip and Underground Mine Reclamation Act (Montana) The Strip and Underground Mine Reclamation Act (Montana) The Strip and Underground Mine Reclamation Act (Montana) < Back Eligibility Utility Investor-Owned Utility Industrial Construction Municipal/Public Utility Installer/Contractor Rural Electric Cooperative Program Info State Montana Program Type Siting and Permitting Provider Montana Department of Environmental Quality The policy of the state is to provide adequate remedies to protect the environmental life support system from degradation and to prevent unreasonable depletion and degradation of natural resources from strip and underground mining. This Act imposes permitting and operating restrictions on strip and underground mining activities for coal and uranium, and authorizes the Department of Environmental Quality to administer a

205

Head of EM Visits Waste Isolation Pilot Plant for First Underground...  

Office of Environmental Management (EM)

Head of EM Visits Waste Isolation Pilot Plant for First Underground Tour Since February Incidents Head of EM Visits Waste Isolation Pilot Plant for First Underground Tour Since...

206

E-Print Network 3.0 - advanced underground gas Sample Search...  

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

Mulder1 Summary: where all current underground activities take place except for oil and gas extraction and mining... with reluctant public perception still hamper such underground...

207

The Remote Video Monitoring System Design and Development for Underground Substation Construction Process  

Science Journals Connector (OSTI)

From the current situation of underground substation construction in China, we design and development ... image enhancement technology, the construction of underground substation can be clearly and accurately tra...

Siguo Zheng; Yugan You; Fanguang Li; Gang Liu

2012-01-01T23:59:59.000Z

208

E-Print Network 3.0 - american underground science Sample Search...  

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

underground science Search Powered by Explorit Topic List Advanced Search Sample search results for: american underground science Page: << < 1 2 3 4 5 > >> 1 Studying the Universe...

209

Neutron imaging of alkali metal heat pipes  

SciTech Connect

High-temperature heat pipes are two-phase, capillary driven heat transfer devices capable of passively providing high thermal fluxes. Such a device using a liquid-metal coolant can be used as a solution for successful thermal management on hypersonic flight vehicles. Imaging of the liquid-metal coolant inside will provide valuable information in characterizing the detailed heat and mass transport. Neutron imaging possesses an inherent advantage from the fact that neutrons penetrate the heat pipe metal walls with very little attenuation, but are significantly attenuated by the liquid metal contained inside. Using the BT-2 beam line at the National Institute of Standards and Technology (NIST) in Gaithersburg, Maryland, preliminary efforts have been conducted on a nickel-sodium heat pipe. The contrast between the attenuated beam and the background is calculated to be approximately 3%. This low contrast requires sacrifice in spatial or temporal resolution so efforts have since been concentrated on lithium (Li) which has a substantially larger neutron attenuation cross section. Using the CG-1D beam line at the High Flux Isotope Reactor (HFIR) of Oak Ridge National Laboratory (ORNL) in Oak Ridge, Tennessee, the first neutron images of high-temperature molybdenum (Mo)-Li heat pipes have been achieved. The relatively high neutron cross section of Li allows for the visualization of the Li working fluid inside the heat pipes. The evaporator region of a gravity assisted cylindrical heat pipe prototype 25 cm long was imaged from start-up to steady state operation up to approximately 900 C. In each corner of the square bore inside, the capillary action raises the Li meniscus above the bulk Li pool in the evaporator region. As the operational temperature changes, the meniscus shapes and the bulk meniscus height also changes. Furthermore, a three-dimensional tomographic image is also reconstructed from the total of 128 projection images taken 1.4o apart in which the Li had already cooled and solidified.

Kihm, Ken [University of Tennessee, Knoxville (UTK); Kirchoff, Eric [University of Tennessee, Knoxville (UTK); Golden, Matt [University of Tennessee, Knoxville (UTK); Rosenfeld, J. [Thermacore Inc.; Rawal, S. [Lockheed Martin Space Systems Company; Pratt, D. [United States Air Force Research Laboratory, Wright-Patterson Air Force Base; Bilheux, Hassina Z [ORNL; Walker, Lakeisha MH [ORNL; Voisin, Sophie [ORNL; Hussey, Dan [NIST Center for Neutron Research (NCRN), Gaithersburg, MD

2013-01-01T23:59:59.000Z

210

Development and Testing of Insulated Drill Pipe  

SciTech Connect

This project has comprised design, analysis, laboratory testing, and field testing of insulated drill pipe (IDP). This paper will briefly describe the earlier work, but will focus on results from the recently-completed field test in a geothermal well. Field test results are consistent with earlier analyses and laboratory tests, all of which support the conclusion that insulated drill pipe can have a very significant effect on circulating fluid temperatures. This will enable the use of downhole motors and steering tools in hot wells, and will reduce corrosion, deterioration of drilling fluids, and heat-induced failures in other downhole components.

Champness, T.; Finger, J.; Jacobson, R.

1999-07-07T23:59:59.000Z

211

Savings Project: Insulate Hot Water Pipes for Energy Savings | Department  

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

Insulate Hot Water Pipes for Energy Savings Insulate Hot Water Pipes for Energy Savings Savings Project: Insulate Hot Water Pipes for Energy Savings Addthis Project Level Medium Energy Savings $8-$12 annually Time to Complete 3 hours for a small house Overall Cost $10-$15 Insulating water pipes can save you water, energy, and money. | Photo courtesy of iStockphoto.com/nsj-images Insulating water pipes can save you water, energy, and money. | Photo courtesy of iStockphoto.com/nsj-images Insulating your hot water pipes reduces heat loss and can raise water temperature 2°F-4°F hotter than uninsulated pipes can deliver, allowing for a lower water temperature setting. You also won't have to wait as long for hot water when you turn on a faucet or showerhead, which helps conserve water. Paying for someone to insulate your pipes-as a project on its own-may

212

Evaluating an experimental setup for pipe leak detection  

E-Print Network (OSTI)

An experimental setup with 4 inch inner diameter PVC pipe modules is designed to mimic a real life piping system in which to test possible leak detection mechanisms. A model leak detection mechanism is developed which ...

Garay, Luis I. (Luis Ignacio)

2010-01-01T23:59:59.000Z

213

Smoothing of pipe system completion processes in a shipyard environment/  

E-Print Network (OSTI)

Due to a number of different production issues, the manufacture of template pipes is often delayed. These delays hold up pipe system completion on board the ships in production and can delay payments from the Ministry of ...

Zojwalla, Shaheen J. (Shaheen Joyab), 1977-

2004-01-01T23:59:59.000Z

214

On-Site Wastewater Treatment Systems: Gravel-less Pipe  

E-Print Network (OSTI)

Gravel-less pipe systems distribute treated wastewater into the soil. This publication lists the advantages and disadvantages of gravel-less pipe systems, explains how to maintain them and gives estimates of costs....

Lesikar, Bruce J.

2000-04-10T23:59:59.000Z

215

Statistical estimation of water distribution system pipe break risk  

E-Print Network (OSTI)

The deterioration of pipes in urban water distribution systems is of concern to water utilities throughout the world. This deterioration generally leads to pipe breaks and leaks, which may result in reduction in the water-carrying capacity...

Yamijala, Shridhar

2009-05-15T23:59:59.000Z

216

Peak Underground Working Natural Gas Storage Capacity  

Gasoline and Diesel Fuel Update (EIA)

Definitions Definitions Definitions Since 2006, EIA has reported two measures of aggregate capacity, one based on demonstrated peak working gas storage, the other on working gas design capacity. Demonstrated Peak Working Gas Capacity: This measure sums the highest storage inventory level of working gas observed in each facility over the 5-year range from May 2005 to April 2010, as reported by the operator on the Form EIA-191M, "Monthly Underground Gas Storage Report." This data-driven estimate reflects actual operator experience. However, the timing for peaks for different fields need not coincide. Also, actual available maximum capacity for any storage facility may exceed its reported maximum storage level over the last 5 years, and is virtually certain to do so in the case of newly commissioned or expanded facilities. Therefore, this measure provides a conservative indicator of capacity that may understate the amount that can actually be stored.

217

Surface effects of underground nuclear explosions  

SciTech Connect

The effects of nuclear explosions have been observed and studied since the first nuclear test (code named Trinity) on July 16, 1945. Since that first detonation, 1,053 nuclear tests have been conducted by the US, most of which were sited underground at the Nevada Test Site (NTS). The effects of underground nuclear explosions (UNEs) on their surroundings have long been the object of much interest and study, especially for containment, engineering, and treaty verification purposes. One aspect of these explosion-induced phenomena is the disruption or alteration of the near-surface environment, also known as surface effects. This report was prepared at the request of the Los Alamos National Laboratory (LANL), to bring together, correlate, and preserve information and techniques used in the recognition and documentation of surface effects of UNEs. This report has several main sections, including pertinent background information (Section 2.0), descriptions of the different types of surface effects (Section 3.0), discussion of their application and limitations (Section 4.0), an extensive bibliography and glossary (Section 6.0 and Appendix A), and procedures used to document geologic surface effects at the NTS (Appendix C). Because a majority of US surface-effects experience is from the NTS, an overview of pertinent NTS-specific information also is provided in Appendix B. It is not within the scope of this report to explore new relationships among test parameters, physiographic setting, and the types or degree of manifestation of surface effects, but rather to compile, summarize, and capture surface-effects observations and interpretations, as well as documentation procedures and the rationale behind them.

Allen, B.M.; Drellack, S.L. Jr.; Townsend, M.J.

1997-06-01T23:59:59.000Z

218

Sizing safety valve vent pipes for saturated steam  

SciTech Connect

A generalized procedure based on pressure and entropy as independent variables is used to calculate choked flow conditions at the valve orifice, valve pipe outlet and vent pipe outlet. At the third location, the results are independent of whether flow in the vent pipe is supersonic or subsonic. An integral method is used to calculate the vent pipe length required to choke the flow. 16 refs.

Brandmaier, H.E.

1982-01-01T23:59:59.000Z

219

Impacts of Soil and Pipe Thermal Conductivity on Performance of Horizontal Pipe in a Ground-source Heat Pump  

E-Print Network (OSTI)

In this paper the composition and thermal property of soil are discussed. The main factors that impact the soil thermal conductivity and several commonly-used pipe materials are studied. A model of heat exchanger with horizontal pipes of ground...

Song, Y.; Yao, Y.; Na, W.

2006-01-01T23:59:59.000Z

220

Deadline Monday for Minority Serving Institutions Solar Science Funding  

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

Deadline Monday for Minority Serving Institutions Solar Science Deadline Monday for Minority Serving Institutions Solar Science Funding Opportunity Application Deadline Monday for Minority Serving Institutions Solar Science Funding Opportunity Application March 21, 2013 - 4:33pm Addthis Deadline Monday for Minority Serving Institutions Solar Science Funding Opportunity Application The deadline to apply for the Diversity In Science and Technology Advances National Clean Energy in Solar (DISTANCE-SOLAR) Funding Opportunity Announcement, is this Monday, March 25, 2013. The funding opportunity, which was posted February 20 by the Department's SunShot Initative, is seeking applications from Minority Serving Institutions to support solar science and technology research to advance the development of a diverse and innovative workforce.

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


221

CoServ Electric Cooperative - Commercial Energy Efficient Lighting Rebate  

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

CoServ Electric Cooperative - Commercial Energy Efficient Lighting CoServ Electric Cooperative - Commercial Energy Efficient Lighting Rebate Program CoServ Electric Cooperative - Commercial Energy Efficient Lighting Rebate Program < Back Eligibility Commercial Industrial Savings Category Appliances & Electronics Commercial Lighting Lighting Program Info Funding Source Via partnership with whole sale provider Brazos Electric Power, Inc. and escheat funds Start Date 09/01/2009 State Texas Program Type Utility Rebate Program Rebate Amount Custom Lighting Upgrade: 0.30/watt saved per fixture T8 Fluorescent Upgrade: 1.50 - 2.25/bulb per fixture Provider CoServ Electric Cooperative CoServ Electric Cooperative provides rebates for commercial and industrial customers who upgrade to high efficiency lighting for the workplace. A rebate of $0.30/watt saved is available on custom lighting upgrades and a

222

Deadline Monday for Minority Serving Institutions Solar Science Funding  

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

Deadline Monday for Minority Serving Institutions Solar Science Deadline Monday for Minority Serving Institutions Solar Science Funding Opportunity Application Deadline Monday for Minority Serving Institutions Solar Science Funding Opportunity Application March 21, 2013 - 4:33pm Addthis Deadline Monday for Minority Serving Institutions Solar Science Funding Opportunity Application The deadline to apply for the Diversity In Science and Technology Advances National Clean Energy in Solar (DISTANCE-SOLAR) Funding Opportunity Announcement, is this Monday, March 25, 2013. The funding opportunity, which was posted February 20 by the Department's SunShot Initative, is seeking applications from Minority Serving Institutions to support solar science and technology research to advance the development of a diverse and innovative workforce.

223

Drill pipe management extends drillstring life  

SciTech Connect

Better handling procedures and frequent drill pipe inspections prolong the life of a drillstring. Crews taught to make quick visual inspections during rig moves and tripping can spot problem pipe early, thus preventing downtime or extensive repairs. Because of escalating costs of drillstring repair and replacement, Global Marine Drilling Co. organized a task force in March 1989 to define problem areas and establish new handling and maintenance procedures. The task force estimated that one 20,000-ft drillstring costs abut $600,000 and has a 7-year life span. Assuming the average rig life is 21 years, each rig will wear out three strings, totaling $1.8 million. The addition of $30,000/year for full rack inspections, repairs and downhole loss brings the total to approximately $2.4 million/rig over the 21 years. A contractor with a fleet of 25 rigs could expend $60 million on drill pipe-the construction cost of a well-equipped, 300-ft jack up rig. The task force reported on in this paper identifies four basic caused of drill pipe failures: Tool joint and tube OD wear, Internal corrosion, Fatigue cracking in the slip and internal upset areas, Physical damage to the tool joint threads and shoulders, and the tube.

Shepard, J.S. (Global Marine Drilling Co., Houston, TX (US))

1991-10-28T23:59:59.000Z

224

ASBESTOS PIPE-INSULATION REMOVAL ROBOT SYSTEM  

SciTech Connect

This final topical report details the development, experimentation and field-testing activities for a robotic asbestos pipe-insulation removal robot system developed for use within the DOE's weapon complex as part of their ER and WM program, as well as in industrial abatement. The engineering development, regulatory compliance, cost-benefit and field-trial experiences gathered through this program are summarized.

Unknown

2000-09-15T23:59:59.000Z

225

Underground Storage Tank Act (West Virginia) | Department of Energy  

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

Act (West Virginia) Act (West Virginia) Underground Storage Tank Act (West Virginia) < Back Eligibility Utility Fed. Government Commercial Agricultural Investor-Owned Utility State/Provincial Govt Industrial Construction Municipal/Public Utility Local Government Residential Installer/Contractor Rural Electric Cooperative Tribal Government Low-Income Residential Schools Retail Supplier Institutional Multi-Family Residential Systems Integrator Fuel Distributor Nonprofit General Public/Consumer Transportation Program Info State West Virginia Program Type Siting and Permitting Provider Department of Environmental Protection New underground storage tank construction standards must include at least the following requirements: (1) That an underground storage tank will prevent releases of regulated substances stored therein, which may occur as

226

Characterization of pipes, drain lines, and ducts using the pipe explorer system  

SciTech Connect

As DOE dismantles its nuclear processing facilities, site managers must employ the best means of disposing or remediating hundreds of miles of potentially contaminated piping and duct work. Their interiors are difficult to access, and in many cases even the exteriors are inaccessible. Without adequate characterization, it must be assumed that the piping is contaminated, and the disposal cost of buried drain lines can be on the order of $1,200/ft and is often unnecessary as residual contamination levels often are below free release criteria. This paper describes the program to develop a solution to the problem of characterizing radioactive contamination in pipes. The technical approach and results of using the Pipe Explorer {trademark} system are presented. The heart of the system is SEA`s pressurized inverting membrane adapted to transport radiation detectors and other tools into pipes. It offers many benefits over other pipe inspection approaches. It has video and beta/gamma detection capabilities, and the need for alpha detection has been addressed through the development of the Alpha Explorer{trademark}. These systems have been used during various stages of decontamination and decommissioning of DOE sites, including the ANL CP-5 reactor D&D. Future improvements and extensions of their capabilities are discussed.

Cremer, C.D.; Kendrick, D.T.; Cramer, E.

1997-05-01T23:59:59.000Z

227

Minority Serving Institution Internship Program | National Nuclear Security  

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

Institution Internship Program | National Nuclear Security Institution Internship Program | National Nuclear Security Administration Our Mission Managing the Stockpile Preventing Proliferation Powering the Nuclear Navy Emergency Response Recapitalizing Our Infrastructure Continuing Management Reform Countering Nuclear Terrorism About Us Our Programs Our History Who We Are Our Leadership Our Locations Budget Our Operations Media Room Congressional Testimony Fact Sheets Newsletters Press Releases Speeches Events Social Media Video Gallery Photo Gallery NNSA Archive Federal Employment Apply for Our Jobs Our Jobs Working at NNSA Blog Minority Serving Institution Internship Program Home > Federal Employment > Our Jobs > Opportunities for Students > Minority Serving Institution Internship Program Minority Serving Institution Internship Program

228

Minority Serving Institution Internship Program | National Nuclear Security  

National Nuclear Security Administration (NNSA)

Institution Internship Program | National Nuclear Security Institution Internship Program | National Nuclear Security Administration Our Mission Managing the Stockpile Preventing Proliferation Powering the Nuclear Navy Emergency Response Recapitalizing Our Infrastructure Continuing Management Reform Countering Nuclear Terrorism About Us Our Programs Our History Who We Are Our Leadership Our Locations Budget Our Operations Media Room Congressional Testimony Fact Sheets Newsletters Press Releases Speeches Events Social Media Video Gallery Photo Gallery NNSA Archive Federal Employment Apply for Our Jobs Our Jobs Working at NNSA Blog Minority Serving Institution Internship Program Home > Federal Employment > Our Jobs > Opportunities for Students > Minority Serving Institution Internship Program Minority Serving Institution Internship Program

229

Fire Simulation, Evacuation Analysis and Proposal of Fire Protection Systems Inside an Underground Cavern  

E-Print Network (OSTI)

Fire Simulation, Evacuation Analysis and Proposal of Fire Protection Systems Inside an Underground Cavern

Stella, Carlo

230

A study of the feasibility of construction of underground storage structures in soft soil  

E-Print Network (OSTI)

Introduction Page 44 46 Construction Procedure for an Underground Storage Structure for Liquid Materials Construction Procedure for an Underground Storage Structure for Solid Materials 46 48 Geotechnical Considerations in the Construction Procedure... Introduction Page 44 46 Construction Procedure for an Underground Storage Structure for Liquid Materials Construction Procedure for an Underground Storage Structure for Solid Materials 46 48 Geotechnical Considerations in the Construction Procedure...

Rosner, Stephen Anthony

2012-06-07T23:59:59.000Z

231

Modeling and analysis of water-hammer in coaxial pipes  

E-Print Network (OSTI)

The fluid-structure interaction is studied for a system composed of two coaxial pipes in an annular geometry, for both homogeneous isotropic metal pipes and fiber-reinforced (anisotropic) pipes. Multiple waves, traveling at different speeds and amplitudes, result when a projectile impacts on the water filling the annular space between the pipes. In the case of carbon fiber-reinforced plastic thin pipes we compute the wavespeeds, the fluid pressure and mechanical strains as functions of the fiber winding angle. This generalizes the single-pipe analysis of J. H. You, and K. Inaba, Fluid-structure interaction in water-filled pipes of anisotropic composite materials, J. Fl. Str. 36 (2013). Comparison with a set of experimental measurements seems to validate our models and predictions.

Cesana, Pierluigi

2015-01-01T23:59:59.000Z

232

Net Withdrawals of Natural Gas from Underground Storage (Summary)  

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

Pipeline and Distribution Use Price Citygate Price Residential Price Commercial Price Industrial Price Vehicle Fuel Price Electric Power Price Proved Reserves as of 12/31 Reserves Adjustments Reserves Revision Increases Reserves Revision Decreases Reserves Sales Reserves Acquisitions Reserves Extensions Reserves New Field Discoveries New Reservoir Discoveries in Old Fields Estimated Production Number of Producing Gas Wells Gross Withdrawals Gross Withdrawals From Gas Wells Gross Withdrawals From Oil Wells Gross Withdrawals From Shale Gas Wells Gross Withdrawals From Coalbed Wells Repressuring Nonhydrocarbon Gases Removed Vented and Flared Marketed Production Natural Gas Processed NGPL Production, Gaseous Equivalent Dry Production Imports By Pipeline LNG Imports Exports Exports By Pipeline LNG Exports Underground Storage Capacity Underground Storage Injections Underground Storage Withdrawals Underground Storage Net Withdrawals LNG Storage Additions LNG Storage Withdrawals LNG Storage Net Withdrawals Total Consumption Lease and Plant Fuel Consumption Lease Fuel Plant Fuel Pipeline & Distribution Use Delivered to Consumers Residential Commercial Industrial Vehicle Fuel Electric Power Period: Monthly Annual

233

EIA - Natural Gas Pipeline Network - Underground Natural Gas Storage  

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

Storage Storage About U.S. Natural Gas Pipelines - Transporting Natural Gas based on data through 2007/2008 with selected updates Underground Natural Gas Storage Overview | Regional Breakdowns Overview Underground natural gas storage provides pipelines, local distribution companies, producers, and pipeline shippers with an inventory management tool, seasonal supply backup, and access to natural gas needed to avoid imbalances between receipts and deliveries on a pipeline network. There are three principal types of underground storage sites used in the United States today. They are: · depleted natural gas or oil fields (326), · aquifers (43), or · salt caverns (31). In a few cases mine caverns have been used. Most underground storage facilities, 82 percent at the beginning of 2008, were created from reservoirs located in depleted natural gas production fields that were relatively easy to convert to storage service, and that were often close to consumption centers and existing natural gas pipeline systems.

234

Prince George's County Underground Storage Act (Maryland) | Department of  

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

Prince George's County Underground Storage Act (Maryland) Prince George&#039;s County Underground Storage Act (Maryland) Prince George's County Underground Storage Act (Maryland) < Back Eligibility Commercial Retail Supplier Tribal Government Program Info State Maryland Program Type Environmental Regulations Provider Maryland Department of the Environment A gas storage company may invoke eminent domain to acquire property in Prince George's County for underground gas storage purposes. The area acquired must lie not less than 800 feet below the surface of a maximum of 12,000 acres of land, and may be owned by a public body. A permit from the Department of the Environment, along with an order from the Public Service Commission, is required prior to the use of eminent domain. The Act contains further information on eminent domain, landowner, and property

235

DOE - Office of Legacy Management -- Los Alamos Underground Med Pipelines -  

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

Los Alamos Underground Med Los Alamos Underground Med Pipelines - NM 02 FUSRAP Considered Sites Site: Los Alamos Underground Med Pipelines ( NM.02 ) Eliminated - Remedial action being performed by the Los Alamos Area Office of the DOE Albuquerque Operations Office Designated Name: Not Designated Alternate Name: Los Alamos County Industrial Waste Lines NM.02-1 Location: Los Alamos , New Mexico NM.02-1 Evaluation Year: 1986 NM.02-1 Site Operations: From 1952 to 1965, underground pipelines or industrial waste lines were used at Los Alamos Scientific Laboratory to transport liquid wastes from Technical Areas 1, 3, 48, and 43 to a chemical waste treatment plant (Technical Area 45). NM.02-1 Site Disposition: Eliminated - Remedial action being performed by another DOE office NM.02-1

236

Georgia Underground Gas Storage Act of 1972 (Georgia) | Department of  

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

Georgia Underground Gas Storage Act of 1972 (Georgia) Georgia Underground Gas Storage Act of 1972 (Georgia) Georgia Underground Gas Storage Act of 1972 (Georgia) < Back Eligibility Commercial Construction Developer General Public/Consumer Industrial Investor-Owned Utility Municipal/Public Utility Retail Supplier Rural Electric Cooperative Utility Program Info State Georgia Program Type Environmental Regulations Siting and Permitting Provider Georgia Department of Natural Resources The Georgia Underground Gas Storage Act, which permits the building of reserves for withdrawal in periods of peak demand, was created to promote the economic development of the State of Georgia and provide for more economical distribution of gas to the domestic, commercial, and industrial consumers of the State. Any gas utility desiring to utilize or operate an

237

Underground Storage of Natural Gas and Liquefied Petroleum Gas (Nebraska) |  

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

Underground Storage of Natural Gas and Liquefied Petroleum Gas Underground Storage of Natural Gas and Liquefied Petroleum Gas (Nebraska) Underground Storage of Natural Gas and Liquefied Petroleum Gas (Nebraska) < 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 Program Info State Nebraska Program Type Siting and Permitting Provider Nebraska Oil and Gas Conservation Commission This statute declares underground storage of natural gas and liquefied petroleum gas to be in the public interest if it promotes the conservation

238

Rules and Regulations for Underground Storage Facilities Used for Petroleum  

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

Rules and Regulations for Underground Storage Facilities Used for Rules and Regulations for Underground Storage Facilities Used for Petroleum Products and Hazardous Materials (Rhode Island) Rules and Regulations for Underground Storage Facilities Used for Petroleum Products and Hazardous Materials (Rhode Island) < Back Eligibility Agricultural Commercial Construction Fed. Government Fuel Distributor General Public/Consumer Industrial Installer/Contractor Institutional Investor-Owned Utility Local Government Multi-Family Residential Municipal/Public Utility Nonprofit Retail Supplier Rural Electric Cooperative Schools State/Provincial Govt Systems Integrator Transportation Tribal Government Utility Program Info State Rhode Island Program Type Environmental Regulations Provider Department of Environmental Management These regulations apply to underground storage facilities for petroleum and

239

Appendix E: Underground Storage Annual Site Environmental Report  

E-Print Network (OSTI)

Appendix E: Underground Storage Tank Data #12;Annual Site Environmental Report Appendix E identification service Contents Status ( ) date to Corrective action Tank Out-of- assessment number date regulatory Installation Capacity Preliminary date (gallons) investigation Environmental agency Petroleum USTs

Pennycook, Steve

240

NM Underground Storage Tank Registration | Open Energy Information  

Open Energy Info (EERE)

OpenEI Reference LibraryAdd to library Legal Document- OtherOther: NM Underground Storage Tank RegistrationLegal Published NA Year Signed or Took Effect 2012 Legal Citation...

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


241

Colorado Natural Gas in Underground Storage (Base Gas) (Million...  

Annual Energy Outlook 2012 (EIA)

Base Gas) (Million Cubic Feet) Colorado Natural Gas in Underground Storage (Base Gas) (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 39,062 39,062...

242

,"Colorado Natural Gas Underground Storage Net Withdrawals (MMcf...  

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

,,"(202) 586-8800",,,"1302015 12:57:42 PM" "Back to Contents","Data 1: Colorado Natural Gas Underground Storage Net Withdrawals (MMcf)" "Sourcekey","N5070CO2"...

243

ARM 17-56 - Underground Storage Tanks Petroleum and Chemical...  

Open Energy Info (EERE)

Underground Storage Tanks Petroleum and Chemical Substance Jump to: navigation, search OpenEI Reference LibraryAdd to library Legal Document- RegulationRegulation: ARM 17-56 -...

244

Alaska Underground Storage Tanks Website | Open Energy Information  

Open Energy Info (EERE)

Tanks Website Jump to: navigation, search OpenEI Reference LibraryAdd to library Web Site: Alaska Underground Storage Tanks Website Author Division of Spill Prevention and Response...

245

30 TAC, part 1, chapter 334 Underground storage tanks general...  

Open Energy Info (EERE)

Underground storage tanks general provisions Jump to: navigation, search OpenEI Reference LibraryAdd to library Legal Document- RegulationRegulation: 30 TAC, part 1, chapter 334...

246

Investigating dynamic underground coal fires by means of numerical simulation  

Science Journals Connector (OSTI)

......available within the combustion centre. Combustion will only proceed whenever...controls the overall combustion rate. For numerical...transport-only and a chemistry-only part. Common...rate of underground coal fires by oxygen transport......

S. Wessling; W. Kessels; M. Schmidt; U. Krause

2008-01-01T23:59:59.000Z

247

,"New York Natural Gas Underground Storage Net Withdrawals (MMcf...  

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

,,"(202) 586-8800",,,"182015 12:49:33 PM" "Back to Contents","Data 1: New York Natural Gas Underground Storage Net Withdrawals (MMcf)" "Sourcekey","N5070NY2"...

248

,"New York Natural Gas Underground Storage Net Withdrawals (MMcf...  

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

,,"(202) 586-8800",,,"182015 12:49:32 PM" "Back to Contents","Data 1: New York Natural Gas Underground Storage Net Withdrawals (MMcf)" "Sourcekey","N5070NY2"...

249

Underground helium travels to the Earth's surface via aquifers...  

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

carried to the surface with the flow of water. The only place where helium is made on Earth is underground, where deep veins of uranium and thorium give off atoms of helium as...

250

ANALYSIS OF METHANE PRODUCING COMMUNITIES WITHIN UNDERGROUND COAL BEDS  

E-Print Network (OSTI)

ANALYSIS OF METHANE PRODUCING COMMUNITIES WITHIN UNDERGROUND COAL BEDS by Elliott Paul Barnhart ..................................................................................14 Ability of the Consortium to Produce Methane from Coal and Metabolites ................16.............................................................................................21 Coal and Methane Production

Maxwell, Bruce D.

251

Physical security of cut-and-cover underground facilities  

SciTech Connect

To aid designers, generic physical security objectives and design concepts for cut-and-cover underground facilities are presented. Specific aspects addressing overburdens, entryways, security doors, facility services, emergency egress, security response force, and human elements are discussed.

Morse, W.D.

1998-08-01T23:59:59.000Z

252

Microsoft Word - WIPP Updates_Underground Recovery Process Begins  

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

5DR0314 002NWPR0314 NWP Media Contacts: Donavan Mager Nuclear Waste Partnership LLC (575) 234-7586 www.wipp.energy.gov For Immediate Release WIPP UPDATES: Underground Recovery...

253

P-wave Spectra from Underground Nuclear Explosions  

Science Journals Connector (OSTI)

......three underground explosions at the Nevada Test Site and three earthquakes recorded...nuclear explosions detonated in Nevada (Jorum and Handley) and for a...spectra from two explosions at the Nevada Test Site (Jorum and Handley) and a presumed......

Peter Molnar

1971-08-01T23:59:59.000Z

254

,"New York Natural Gas Underground Storage Capacity (MMcf)"  

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

,,"(202) 586-8800",,,"1162014 3:07:28 PM" "Back to Contents","Data 1: New York Natural Gas Underground Storage Capacity (MMcf)" "Sourcekey","N5290NY2"...

255

,"New York Natural Gas Underground Storage Withdrawals (MMcf...  

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

,,"(202) 586-8800",,,"1162014 3:06:47 PM" "Back to Contents","Data 1: New York Natural Gas Underground Storage Withdrawals (MMcf)" "Sourcekey","N5060NY2"...

256

,"New York Natural Gas Underground Storage Withdrawals (MMcf...  

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

,,"(202) 586-8800",,,"1162014 3:06:48 PM" "Back to Contents","Data 1: New York Natural Gas Underground Storage Withdrawals (MMcf)" "Sourcekey","N5060NY2"...

257

,"New York Natural Gas Underground Storage Capacity (MMcf)"  

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

,,"(202) 586-8800",,,"1162014 3:07:27 PM" "Back to Contents","Data 1: New York Natural Gas Underground Storage Capacity (MMcf)" "Sourcekey","N5290NY2"...

258

Underground Salt Haul Truck Fire at the Waste Isolation Pilot...  

Office of Environmental Management (EM)

Underground Salt Haul Truck Fire at the Waste Isolation Pilot Plant February 5, 2014 March 2014 Salt Haul Truck Fire at the Waste Isolation Pilot Plant Salt Haul Truck Fire at the...

259

One-man video verite: thoughts on Scenes from underground  

E-Print Network (OSTI)

This thesis considers the making of a documentary videotape on the Red Line Subway Extension project in Cambridge and Somerville, Massachusetts entitled Scenes From Underground. It traces my initial plans for an expository ...

Strongin, Barry

1984-01-01T23:59:59.000Z

260

Bringing Proposal Writing Training to Faculty at Minority Serving  

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

Bringing Proposal Writing Training to Faculty at Minority Serving Bringing Proposal Writing Training to Faculty at Minority Serving Institutions Bringing Proposal Writing Training to Faculty at Minority Serving Institutions June 20, 2012 - 12:20pm Addthis Bringing Proposal Writing Training to Faculty at Minority Serving Institutions Bill Valdez Bill Valdez Principal Deputy Director Money doesn't grow on trees, but it does grow from developing your school and business to the point that you're ready to compete for a Department of Energy funding opportunity. Our office's mission is to make sure that the energy programs here, including our competitive funding opportunities, are accessible to minorities and historically disadvantaged communities. That's why we're hosting technical assistance workshops at events across the country, engaging students, faculty, and staff at Minority

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


261

Commercial Products Show Potential to serve as Nuclear Material and  

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

Commercial Products Show Potential to serve as Nuclear Material and Commercial Products Show Potential to serve as Nuclear Material and Activity Monitoring Technologies | National Nuclear Security Administration Our Mission Managing the Stockpile Preventing Proliferation Powering the Nuclear Navy Emergency Response Recapitalizing Our Infrastructure Continuing Management Reform Countering Nuclear Terrorism About Us Our Programs Our History Who We Are Our Leadership Our Locations Budget Our Operations Media Room Congressional Testimony Fact Sheets Newsletters Press Releases Speeches Events Social Media Video Gallery Photo Gallery NNSA Archive Federal Employment Apply for Our Jobs Our Jobs Working at NNSA Blog Home > NNSA Blog > Commercial Products Show Potential to serve as ... Commercial Products Show Potential to serve as Nuclear Material and

262

Commercial Products Show Potential to serve as Nuclear Material and  

National Nuclear Security Administration (NNSA)

Commercial Products Show Potential to serve as Nuclear Material and Commercial Products Show Potential to serve as Nuclear Material and Activity Monitoring Technologies | National Nuclear Security Administration Our Mission Managing the Stockpile Preventing Proliferation Powering the Nuclear Navy Emergency Response Recapitalizing Our Infrastructure Continuing Management Reform Countering Nuclear Terrorism About Us Our Programs Our History Who We Are Our Leadership Our Locations Budget Our Operations Media Room Congressional Testimony Fact Sheets Newsletters Press Releases Speeches Events Social Media Video Gallery Photo Gallery NNSA Archive Federal Employment Apply for Our Jobs Our Jobs Working at NNSA Blog Home > NNSA Blog > Commercial Products Show Potential to serve as ... Commercial Products Show Potential to serve as Nuclear Material and

263

Power Choice/Pepco Energy Serv | Open Energy Information  

Open Energy Info (EERE)

Choice/Pepco Energy Serv Choice/Pepco Energy Serv Jump to: navigation, search Name Power Choice/Pepco Energy Serv Place New Jersey Utility Id 14405 References EIA Form EIA-861 Final Data File for 2010 - File2_2010[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 - File2_2010" Retrieved from "http://en.openei.org/w/index.php?title=Power_Choice/Pepco_Energy_Serv&oldid=412767" Categories: EIA Utility Companies and Aliases Utility Companies Organizations Stubs What links here Related changes Special pages Printable version

264

Bringing Proposal Writing Training to Faculty at Minority Serving  

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

Bringing Proposal Writing Training to Faculty at Minority Serving Bringing Proposal Writing Training to Faculty at Minority Serving Institutions Bringing Proposal Writing Training to Faculty at Minority Serving Institutions June 20, 2012 - 12:20pm Addthis Bringing Proposal Writing Training to Faculty at Minority Serving Institutions Bill Valdez Bill Valdez Principal Deputy Director Money doesn't grow on trees, but it does grow from developing your school and business to the point that you're ready to compete for a Department of Energy funding opportunity. Our office's mission is to make sure that the energy programs here, including our competitive funding opportunities, are accessible to minorities and historically disadvantaged communities. That's why we're hosting technical assistance workshops at events across the country, engaging students, faculty, and staff at Minority

265

Speedy Fruit Yogurt Pudding Makes four cup servings  

E-Print Network (OSTI)

Speedy Fruit Yogurt Pudding Makes four ½ cup servings 1 16-ounce can mixed fruit, unsweetened pudding and drain the juice from the fruit before combining the fruit and pudding. Nutrition information

Florida, University of

266

Join our Webinar for Minority Serving Institutions on Science Education  

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

Join our Webinar for Minority Serving Institutions on Science Join our Webinar for Minority Serving Institutions on Science Education Opportunities This Monday Join our Webinar for Minority Serving Institutions on Science Education Opportunities This Monday December 13, 2012 - 9:19am Addthis Faculty and Students - Check out these Office of Science opportunities before they close by listening in on our webinar: Monday, December 17, at 1pm EST. Faculty and Students - Check out these Office of Science opportunities before they close by listening in on our webinar: Monday, December 17, at 1pm EST. Annie Whatley Annie Whatley Deputy Director, Office of Minority Economic Impact You're Invited: Faculty and Students at Minority Serving Institutions (MSIs) are invited to participate in an Energy Department webinar on Monday, December 17, 2012,

267

Minority Serving Institution Technical Consortium Model | Department of  

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

Minority Serving Institution Technical Consortium Model Minority Serving Institution Technical Consortium Model Minority Serving Institution Technical Consortium Model In October 2012, the National Nuclear Security Administration (NNSA) awarded $4 million in grants to 22 Historically Black Colleges and Universities (HBCUs) in key STEM areas. This funding launched NNSA's new Minority Serving Institution Partnership Program, a consortium program organized to build a sustainable STEM pipeline between six Energy Department plants and laboratories and the HBCUs. The Program is designed to enrich the STEM capabilities of HBCUs in a sustainable manner that aligns with the broad interests of Energy Department sites and emphasizes the STEM career pipeline. The program brings together 8 teams from HBCUs that share similar interests

268

Waste package and underground facility design  

SciTech Connect

The design of the waste package and the underground facility for radioactive waste disposal presents many challenges never before addressed in an engineering design effort. The designs must allow for handling and emplacement of the waste and must ensure that the waste will be isolated over time periods that extend beyond those normally dealt with in engineering solutions. Once developed, these designs must be defended in a licensing arena to allow construction and operation of the disposal system. The design of the waste package and the repository is being conducted iteratively. Each iteration of the design is accompanied by an assessment of the performance of the design and an assessment of remaining design issues. These assessments are used to establish the basis for the next design phase. Design requirements are assessed and revised as necessary before the initiation of each design phase. In addition, the design effort is being closely integrated with the siting effort through the application of an issue identification and resolution strategy.

Frei, M.W.; Dayem, N.J.

1988-01-01T23:59:59.000Z

269

Experiences and prospects of nuclear astrophysics in underground laboratories  

SciTech Connect

Impressive progress has been made in the course the last decades in understanding astrophysical objects. Increasing precision of nuclear physics data has contributed significantly to this success, but now a better understanding of several important findings is frequently limited by uncertainties related to the available nuclear physics data. Consequently it is desirable to improve significantly the quality of these data. An important step towards higher precision is an excellent signal to background ratio of the data. Placing an accelerator facility inside an underground laboratory reducing the cosmic ray induced background by six orders of magnitude is a powerful method to reach this goal, even though careful reduction of environmental and beam induced background must still be considered. Experience in the field of underground nuclear astrophysics has been gained since 20 years due to the pioneering work of the LUNA Collaboration (Laboratory for Underground Nuclear Astrophysics) operating inside the underground laboratories of the Laboratori Nazionali del Gran Sasso (LNGS) in Italy. Based on the success of this work presently also several other projects for underground laboratories dedicated to nuclear astrophysics are being pursued worldwide. This contribution will give a survey of the past experience in underground nuclear astrophysics as well as an outlook on future developments.

Junker, M. [INFN - Laboratori Nazionali del Gran Sasso, Via Acitelli, 22, 67100 L'Aquila, Località Assergi (Italy)

2014-05-09T23:59:59.000Z

270

AWSWAH - the heat pipe solar water heater  

SciTech Connect

An all weather heat pipe solar water heater (AWSWAH) comprising a collector of 4 m/sup 2/ (43 ft/sup 2/) and a low profile water tank of 160 liters (42 gal.) was developed. A single heat pipe consisting of 30 risers and two manifolds in the evaporator and a spiral condenser was incorporated into the AWSWAH. Condensate metering was done by synthetic fiber wicks. The AWSWAH was tested alongside two conventional solar water heaters of identical dimensions, an open loop system and a closed loop system. It was found that the AWSWAH was an average of 50% more effective than the open system in the temperature range 30-90 /sup 0/C (86-194 /sup 0/F). The closed loop system was the least efficient of the three systems.

Akyurt, M.

1986-01-01T23:59:59.000Z

271

Marathon pipe line's new control system  

SciTech Connect

A new control system for Marathon Pipe Line Company's 4200 mile long oil pipeline is described. The pipeline transports 1 1/2 million barrels/day of crude oil and refined products. A comprehensive, centralized computer control system in Findlay, Ohio was developed to provide precision control of the system. Marathon is almost finished with the supervisory control and data acquisition system which can almost instantaneously control fluid movements throughout the network with the push of a few buttons.

Ross, J.

1983-03-01T23:59:59.000Z

272

Advanced materials for flexible pipe construction  

SciTech Connect

New materials have been developed for use in the construction of non-bonded flexible pipe for offshore oil and gas production in sever environmental conditions. Internal environmental conditions include high conveyed fluid temperatures with sour and waxy production fluids. External environmental conditions include low water temperatures and water depths of up to 2,000 m. In this paper, the results of test to verify the suitability of materials developed by Wellstream and its vendors specifically for these severe applications is presented.

Kalman, M.D.; Belcher, J.R.; Plaia, J.R. [Wellstream Company, L.P., Panama City, FL (United States). Dept. of Engineering

1995-10-01T23:59:59.000Z

273

Calculator programs for pipe stress engineering  

SciTech Connect

This book contains a collection of programs for solving a wide variety of stress problems using both the TI-59 and HP-41CV calculators. Each program is prefaced with a description of the problem to be solved, nomenclature, code restrictions and program limitations. Solutions are explained analytically and then followed by the complete program listing, documentation and checklists. Topics include calculations for pipewall thickness, pressure vessel analysis, reinforcement pads, allowable span, vibration, stress, and two-anchor piping systems.

Morgan, K.S.

1985-01-01T23:59:59.000Z

274

Production of Hydrogen from Underground Coal Gasification  

DOE Patents (OSTI)

A system of obtaining hydrogen from a coal seam by providing a production well that extends into the coal seam; positioning a conduit in the production well leaving an annulus between the conduit and the coal gasification production well, the conduit having a wall; closing the annulus at the lower end to seal it from the coal gasification cavity and the syngas; providing at least a portion of the wall with a bifunctional membrane that serves the dual purpose of providing a catalyzing reaction and selectively allowing hydrogen to pass through the wall and into the annulus; and producing the hydrogen through the annulus.

Upadhye, Ravindra S. (Pleasanton, CA)

2008-10-07T23:59:59.000Z

275

Pipe overpack container for trasuranic waste storage and shipment  

DOE Patents (OSTI)

A Pipe Overpack Container for transuranic waste storage and shipment. The system consists of a vented pipe component which is positioned in a vented, insulated 55 gallon steel drum. Both the vented pipe component and the insulated drum are capable of being secured to prevent the contents from leaving the vessel. The vented pipe component is constructed of 1/4 inch stainless steel to provide radiation shielding. Thus, allowing shipment having high Americium-241 content. Several Pipe Overpack Containers are then positioned in a type B, Nuclear Regulatory Commission (NRC) approved, container. In the current embodiment, a TRUPACT-II container was employed and a maximum of fourteen Pipe Overpack Containers were placed in the TRUPACT-II. The combination received NRC approval for the shipment and storage of transuranic waste.

Geinitz, Richard R. (Arvada, CO); Thorp, Donald T. (Broomfield, CO); Rivera, Michael A. (Boulder, CO)

1999-01-01T23:59:59.000Z

276

On the Radiation of Sound from an Unflanged Circular Pipe  

Science Journals Connector (OSTI)

A rigorous and explicit solution is obtained for the problem of sound radiation from an unflanged circular pipe, assuming axially symmetric excitation. The solution is valid throughout the wave-length range of dominant mode (plane wave) propagation in the pipe. The reflection coefficient for the velocity potential within the pipe and the power-gain function, embodying the characteristics of the radiation pattern, are evaluated numerically. The absorption cross section of the pipe for a plane wave incident from external space, and the gain function for this direction, are found to satisfy a reciprocity relation. In particular, the absorption cross section for normal incidence is just the area of the mouth. At low frequencies of vibration, the velocity potential within the pipe is the same as if the pipe were lengthened by a certain fraction of the radius and the open end behaved as a loop. The exact value of the end correction turns out to be 0.6133.

Harold Levine and Julian Schwinger

1948-02-15T23:59:59.000Z

277

Rebate Program Serves Alaskans with Disabilities | Department of Energy  

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

Serves Alaskans with Disabilities Serves Alaskans with Disabilities Rebate Program Serves Alaskans with Disabilities July 21, 2010 - 2:10pm Addthis Lorelei Laird Writer, Energy Empowers What are the key facts? Energy efficient appliances are made more affordable in rural Alaska thanks to $500 rebates. With rates of up to .50 kWh in Alaska, energy efficient appliances reduce energy bills. Alaska applies Recovery Act funding to lower administrative costs of their rebate program. According to the U.S. Census Population Finder, the estimated population of Alaska as of 2009 was 698,473. In the same year, Alaska was awarded $658,000 as part of the State Appliance Rebate Program, an American Recovery and Reinvestment Act program that helps Americans purchase ENERGY STAR appliances to replace older, inefficient models. That grant worked out

278

A Minority Serving Institution Leads the Way in Better Buildings |  

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

A Minority Serving Institution Leads the Way in Better Buildings A Minority Serving Institution Leads the Way in Better Buildings A Minority Serving Institution Leads the Way in Better Buildings July 5, 2012 - 6:06pm Addthis Secretary Chu visits Delaware State University to commemorate the school's efforts with the Better Buildings Initiative. Secretary Chu visits Delaware State University to commemorate the school's efforts with the Better Buildings Initiative. Dot Harris Dot Harris The Honorable Dot Harris, Director, Office of Economic Impact and Diversity In February 2011, President Obama announced the Better Buildings Initiative to make commercial and industrial buildings 20 percent more energy efficient by 2020 and accelerate private sector investment in energy efficiency. Delaware State University (DSU) was selected as one of the

279

Central Vermont Pub Serv Corp | Open Energy Information  

Open Energy Info (EERE)

Pub Serv Corp Pub Serv Corp Jump to: navigation, search Name Central Vermont Pub Serv Corp Place Vermont Service Territory Vermont Website www.cvps.com Green Button Reference Page www.efficiencyvermont.com Green Button Committed Yes Utility Id 3292 Utility Location Yes Ownership I NERC Location NPCC NERC NPCC Yes ISO NE Yes Operates Generating Plant Yes Activity Generation Yes Activity Transmission Yes Activity Distribution Yes Activity Wholesale Marketing Yes Alt Fuel Vehicle Yes Alt Fuel Vehicle2 Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] Energy Information Administration Form 826[2] 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

280

Public Serv Comm of Yazoo City | Open Energy Information  

Open Energy Info (EERE)

Serv Comm of Yazoo City Serv Comm of Yazoo City Jump to: navigation, search Name Public Serv Comm of Yazoo City Place Mississippi Utility Id 21095 Utility Location Yes Ownership P NERC Location SERC NERC SERC Yes NERC SPP Yes RTO SPP Yes Operates Generating Plant Yes Activity Generation Yes Activity Distribution Yes Activity Bundled Services 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 Electric - City Commercial Electric - PSC Commercial Electric - Schools Commercial Electric Commercial - Large Commercial Electric Commercial - Seasonal Commercial Electric Commercial - Small Commercial

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


281

South Carolina Pub Serv Auth | Open Energy Information  

Open Energy Info (EERE)

Pub Serv Auth Pub Serv Auth Jump to: navigation, search Name South Carolina Pub Serv Auth Place South Carolina Utility Id 17543 Utility Location Yes Ownership S NERC Location SERC NERC SERC Yes Operates Generating Plant Yes Activity Generation Yes Activity Transmission Yes Activity Buying Transmission Yes Activity Distribution Yes Activity Wholesale Marketing Yes Alt Fuel Vehicle Yes Alt Fuel Vehicle2 Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] Energy Information Administration Form 826[2] 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 GA-12(General Service) Commercial GB-12 (Medium General Service) Commercial

282

Water and Mercury Pipe Flow Simulation in FLUENTSimulation in FLUENT  

E-Print Network (OSTI)

Water and Mercury Pipe Flow Simulation in FLUENTSimulation in FLUENT Yan Zhan, Foluso Ladeinde;Straight Pipe flow Ph i l bl-- Physical problem Isothermal mercury/ water flow through a 60D straight pipe* Mercury 1500 41.844 m 4.04 m/s 18.5 bar 15.67 bar Water 1500 331.404 m 4.04 m/s 18.5 bar 18.291bar *uave

McDonald, Kirk

283

Magnetohydrodynamic power generation, electromagnetic pumps, heat pipes, and thermionic convertors  

SciTech Connect

The basic principles of operation, components, and design of MHD generators, electromagnetic pumps, heat pipes and thermionic converters are described. 66 references. (WHK)

Pierson, E.S.; Bonyhady, K.A.; Dunn, P.F.; Nathenson, R.D.; Uherka, K.L.

1984-01-01T23:59:59.000Z

284

CRAD, Equipment and Piping Labeling Assessment Plan | Department...  

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

and Piping Labeling Assessment Plan More Documents & Publications CRAD, Conduct of Operations Assessment Plan DOE-STD-1044-93 CRAD, Verification and Validation of...

285

International Piping Integrity Research Group (IPIRG) Program. Final report  

SciTech Connect

This is the final report of the International Piping Integrity Research Group (IPIRG) Program. The IPIRG Program was an international group program managed by the U.S. Nuclear Regulatory Commission and funded by a consortium of organizations from nine nations: Canada, France, Italy, Japan, Sweden, Switzerland, Taiwan, the United Kingdom, and the United States. The program objective was to develop data needed to verify engineering methods for assessing the integrity of circumferentially-cracked nuclear power plant piping. The primary focus was an experimental task that investigated the behavior of circumferentially flawed piping systems subjected to high-rate loadings typical of seismic events. To accomplish these objectives a pipe system fabricated as an expansion loop with over 30 meters of 16-inch diameter pipe and five long radius elbows was constructed. Five dynamic, cyclic, flawed piping experiments were conducted using this facility. This report: (1) provides background information on leak-before-break and flaw evaluation procedures for piping, (2) summarizes technical results of the program, (3) gives a relatively detailed assessment of the results from the pipe fracture experiments and complementary analyses, and (4) summarizes advances in the state-of-the-art of pipe fracture technology resulting from the IPIRG program.

Wilkowski, G.; Schmidt, R.; Scott, P. [and others

1997-06-01T23:59:59.000Z

286

Capacitive sensor technology for polyethylene pipe fault detection.  

E-Print Network (OSTI)

??This work develops a Finite Element Analysis simulation to determine if capacitive sensors can be used to detect defects in polyethylene gas distribution pipes. Currently,… (more)

Kirby, Travis W.

2009-01-01T23:59:59.000Z

287

A pipe cleaning machine: ERIP recommendation No. 571  

SciTech Connect

The subject invention, ``A Pipe Cleaning Machine,`` known as ``Buffy,`` is a device that strips pipeline of its coating down to the metal. The apparatus consists of a series of motor-driven metal brushes mounted on a ring structure that fits the around the pipe`s circumference. Once stripped, the pipeline may or may not be abrasive-blasted, but is then coated and wrapped, and the trench is back-filled. Present models of the Buffy can be used on pipe up to 36`` in diameter. One of the device`s unique features is its ability to operate while the pipeline remains in service.

Bratcher, H. Jr.; Hinick, M.B.; Balsam, J.W.

1992-06-12T23:59:59.000Z

288

Underground physics without underground labs: large detectors in solution-mined salt caverns  

E-Print Network (OSTI)

A number of current physics topics, including long-baseline neutrino physics, proton decay searches, and supernova neutrino searches, hope to someday construct huge (50 kiloton to megaton) particle detectors in shielded, underground sites. With today's practices, this requires the costly excavation and stabilization of large rooms in mines. In this paper, we propose utilizing the caverns created by the solution mining of salt. The challenge is that such caverns must be filled with pressurized fluid and do not admit human access. We sketch some possible methods of installing familiar detector technologies in a salt cavern under these constraints. Some of the detectors discussed are also suitable for deep-sea experiments, discussed briefly. These sketches appear challenging but feasible, and appear to force few major compromises on detector capabilities. This scheme offers avenues for enormous cost savings on future detector megaprojects.

Benjamin Monreal

2014-09-30T23:59:59.000Z

289

Underground physics without underground labs: large detectors in solution-mined salt caverns  

E-Print Network (OSTI)

A number of current physics topics, including long-baseline neutrino physics, proton decay searches, and supernova neutrino searches, hope to someday construct huge (50 kiloton to megaton) particle detectors in shielded, underground sites. With today's practices, this requires the costly excavation and stabilization of large rooms in mines. In this paper, we propose utilizing the caverns created by the solution mining of salt. The challenge is that such caverns must be filled with pressurized fluid and do not admit human access. We sketch some possible methods of installing familiar detector technologies in a salt cavern under these constraints. Some of the detectors discussed are also suitable for deep-sea experiments, discussed briefly. These sketches appear challenging but feasible, and appear to force few major compromises on detector capabilities. This scheme offers avenues for enormous cost savings on future detector megaprojects.

Monreal, Benjamin

2014-01-01T23:59:59.000Z

290

Science Serv.ice Feature Released upn receipt  

E-Print Network (OSTI)

Science Serv.ice Feature Released upn receipt but intended for use March 28, 1933 'i 'IJI.IY TKE m estiraating the t o t a l number of lightning flashes, since whiibe som thunderstorms produce only a fern discharges of lightnhg - Say one t o a dozen - there are others that produce thousands. B i s is In one Npine

291

Fracture mechanics models developed for piping reliability assessment in light water reactors: piping reliability project  

SciTech Connect

The efforts concentrated on modifications of the stratified Monte Carlo code called PRAISE (Piping Reliability Analysis Including Seismic Events) to make it more widely applicable to probabilistic fracture mechanics analysis of nuclear reactor piping. Pipe failures are considered to occur as the result of crack-like defects introduced during fabrication, that escape detection during inspections. The code modifications allow the following factors in addition to those considered in earlier work to be treated: other materials, failure criteria and subcritical crack growth characteristic; welding residual and vibratory stresses; and longitudinal welds (the original version considered only circumferential welds). The fracture mechanics background for the code modifications is included, and details of the modifications themselves provided. Additionally, an updated version of the PRAISE user's manual is included. The revised code, known as PRAISE-B was then applied to a variety of piping problems, including various size lines subject to stress corrosion cracking and vibratory stresses. Analyses including residual stresses and longitudinal welds were also performed.

Harris, D.O.; Lim, E.Y.; Dedhia, D.D.; Woo, H.H.; Chou, C.K.

1982-06-01T23:59:59.000Z

292

New Texas Oil Project Will Help Keep Carbon Dioxide Underground |  

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

Texas Oil Project Will Help Keep Carbon Dioxide Underground Texas Oil Project Will Help Keep Carbon Dioxide Underground New Texas Oil Project Will Help Keep Carbon Dioxide Underground February 5, 2013 - 12:05pm Addthis The Air Products and Chemicals hydrogen production facilities in Port Arthur, Texas, is funded by the Energy Department through the 2009 Recovery Act. It is managed by the Office of Fossil Energy’s National Energy Technology Laboratory. | Photo credit Air Products and Chemicals hydrogen production facilities. The Air Products and Chemicals hydrogen production facilities in Port Arthur, Texas, is funded by the Energy Department through the 2009 Recovery Act. It is managed by the Office of Fossil Energy's National Energy Technology Laboratory. | Photo credit Air Products and Chemicals hydrogen

293

New Texas Oil Project Will Help Keep Carbon Dioxide Underground |  

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

New Texas Oil Project Will Help Keep Carbon Dioxide Underground New Texas Oil Project Will Help Keep Carbon Dioxide Underground New Texas Oil Project Will Help Keep Carbon Dioxide Underground February 5, 2013 - 12:05pm Addthis The Air Products and Chemicals hydrogen production facilities in Port Arthur, Texas, is funded by the Energy Department through the 2009 Recovery Act. It is managed by the Office of Fossil Energy’s National Energy Technology Laboratory. | Photo credit Air Products and Chemicals hydrogen production facilities. The Air Products and Chemicals hydrogen production facilities in Port Arthur, Texas, is funded by the Energy Department through the 2009 Recovery Act. It is managed by the Office of Fossil Energy's National Energy Technology Laboratory. | Photo credit Air Products and Chemicals hydrogen

294

Underground Injection Control (West Virginia) | Department of Energy  

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

Injection Control (West Virginia) Injection Control (West Virginia) Underground Injection Control (West Virginia) < Back Eligibility Utility Fed. Government Commercial Agricultural Investor-Owned Utility State/Provincial Govt Industrial Construction Municipal/Public Utility Local Government Residential Installer/Contractor Rural Electric Cooperative Tribal Government Low-Income Residential Schools Retail Supplier Institutional Multi-Family Residential Systems Integrator Fuel Distributor Nonprofit General Public/Consumer Transportation Program Info State West Virginia Program Type Siting and Permitting Provider Department of Environmental Protection This rule set forth criteria and standards for the requirements which apply to the State Underground Injection Control Program (U.I.C.). The UIC permit program regulates underground injections by 5 classes of wells. All owners

295

Solid Waste Disposal, Hazardous Waste Management Act, Underground Storage  

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

Disposal, Hazardous Waste Management Act, Underground Disposal, Hazardous Waste Management Act, Underground Storage Act (Tennessee) Solid Waste Disposal, Hazardous Waste Management Act, Underground Storage Act (Tennessee) < Back Eligibility Agricultural Commercial Construction Developer Fuel Distributor Industrial Installer/Contractor Institutional Investor-Owned Utility Local Government Municipal/Public Utility Nonprofit Rural Electric Cooperative Schools State/Provincial Govt Systems Integrator Tribal Government Utility Program Info State Tennessee Program Type Environmental Regulations Siting and Permitting Provider Tennessee Department Of Environment and Conservation The Solid Waste Disposal Laws and Regulations are found in Tenn. Code 68-211. These rules are enforced and subject to change by the Public Waste Board (PWB), which is established by the Division of Solid and Hazardous

296

Western Consuming Region Natural Gas Working Underground Storage (Billion  

Gasoline and Diesel Fuel Update (EIA)

Western Consuming Region Natural Gas Working Underground Storage (Billion Cubic Feet) Western Consuming Region Natural Gas Working Underground Storage (Billion Cubic Feet) Western Consuming Region Natural Gas Working Underground Storage (Billion Cubic Feet) Year-Month Week 1 Week 2 Week 3 Week 4 Week 5 End Date Value End Date Value End Date Value End Date Value End Date Value 1993-Dec 12/31 341 1994-Jan 01/07 331 01/14 316 01/21 303 01/28 290 1994-Feb 02/04 266 02/11 246 02/18 228 02/25 212 1994-Mar 03/04 206 03/11 201 03/18 205 03/25 202 1994-Apr 04/01 201 04/08 201 04/15 202 04/22 210 04/29 215 1994-May 05/06 225 05/13 236 05/20 242 05/27 256

297

Underground storage of natural gas, liquid hydrocarbons, and carbon dioxide  

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

storage of natural gas, liquid hydrocarbons, and carbon storage of natural gas, liquid hydrocarbons, and carbon dioxide (Louisiana) Underground storage of natural gas, liquid hydrocarbons, and carbon dioxide (Louisiana) < Back Eligibility Commercial Construction Industrial Investor-Owned Utility Municipal/Public Utility Utility Program Info State Louisiana Program Type Environmental Regulations Siting and Permitting The Louisiana Department of Environmental Quality regulates the underground storage of natural gas or liquid hydrocarbons and carbon dioxide. Prior to the use of any underground reservoir for the storage of natural gas and prior to the exercise of eminent domain by any person, firm, or corporation having such right under laws of the state of Louisiana, the commissioner, shall have found all of the following:

298

Nonsalt Producing Region Natural Gas Working Underground Storage (Billion  

Gasoline and Diesel Fuel Update (EIA)

Nonsalt Producing Region Natural Gas Working Underground Storage (Billion Cubic Feet) Nonsalt Producing Region Natural Gas Working Underground Storage (Billion Cubic Feet) Nonsalt Producing Region Natural Gas Working Underground Storage (Billion Cubic Feet) Year-Month Week 1 Week 2 Week 3 Week 4 Week 5 End Date Value End Date Value End Date Value End Date Value End Date Value 2006-Dec 12/29 841 2007-Jan 01/05 823 01/12 806 01/19 755 01/26 716 2007-Feb 02/02 666 02/09 613 02/16 564 02/23 538 2007-Mar 03/02 527 03/09 506 03/16 519 03/23 528 03/30 550 2007-Apr 04/06 560 04/13 556 04/20 568 04/27 590 2007-May 05/04 610 05/11 629 05/18 648 05/25 670

299

Office of Enforcement Final Notice of Violation to Pacific Underground  

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

Enforcement Final Notice of Violation to Pacific Enforcement Final Notice of Violation to Pacific Underground Construction, Inc. September 3, 2009 Office of Enforcement Final Notice of Violation to Pacific Underground Construction, Inc. September 3, 2009 Pursuant to section 234C of the Atomic Energy Act, as amended, 42 U.S.C. § 2282c, and the Department of Energy's (DOE) regulations at 10 C.F.R. Part 851, Worker Safety and Health Program, DOE is issuing this Final Notice of Violation (FNOV) to Pacific Underground Construction, Inc. (PUC). The FNOV finds PUC liable for violating DOE's worker safety and health requirements. The FNOV is based upon the Office of Enforcement's July 23, 2008, Investigation Report and a careful and thorough review of all evidence presented to DOE by PUC, including your response to the Preliminary Notice

300

Underground radio technology saves miners and emergency response personnel  

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

Underground radio technology saves miners and emergency response Underground radio technology saves miners and emergency response personnel Underground radio technology saves miners and emergency response personnel Founded through LANL, Vital Alert Technologies, Inc. (Vital Alert) has launched a wireless, two-way real-time voice communication system that is effective through 1,000+ feet of solid rock. April 3, 2012 Vital Alert's C1000 mine and tunnel radios use magnetic induction, advanced digital communications techniques and ultra-low frequency transmission to wirelessly provide reliable 2-way voice, text, or data links through rock strata and other solid media. Vital Alert's C1000 mine and tunnel radios use magnetic induction, advanced digital communications techniques and ultra-low frequency transmission to wirelessly provide reliable 2-way voice, text, or data links through rock

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


301

Producing Region Natural Gas Working Underground Storage (Billion Cubic  

Gasoline and Diesel Fuel Update (EIA)

Producing Region Natural Gas Working Underground Storage (Billion Cubic Feet) Producing Region Natural Gas Working Underground Storage (Billion Cubic Feet) Producing Region Natural Gas Working Underground Storage (Billion Cubic Feet) Year-Month Week 1 Week 2 Week 3 Week 4 Week 5 End Date Value End Date Value End Date Value End Date Value End Date Value 1993-Dec 12/31 570 1994-Jan 01/07 532 01/14 504 01/21 440 01/28 414 1994-Feb 02/04 365 02/11 330 02/18 310 02/25 309 1994-Mar 03/04 281 03/11 271 03/18 284 03/25 303 1994-Apr 04/01 287 04/08 293 04/15 308 04/22 334 04/29 353 1994-May 05/06 376 05/13 399 05/20 429 05/27 443

302

Calculating limits for torsion and tensile loads on drill pipe  

SciTech Connect

Drill pipe used for drilling horizontal and extended reach holes experiences much higher torsional and tensile loads than normally seen while drilling vertical holes. This is particularly true for rigs with top drives vs. rigs with rotary tables. When pipe is rotated while pulling out of the hole, which is commonly done on top drive rigs, the drill pipe can experience high tensile and torsional loading simultaneously. These conditions increase the probability of overload on tool joints and require that the drill pipe and tool joint selection process include consideration of combined loading. Calculating the required drill pipe strength for vertical holes is straightforward and spelled out in Section 5 of API RP7G. In vertical hole applications, pipe is almost always selected for its tensile capacity and the torsional strength of the pipe generally does not require special consideration. In Section 4 of API Sec 7, API recommends that the tool joints have a torsional strength of 80% of the pipe`s torsional strength; this is usually adequate. The torsional strength and tensile strength of commonly used drill pipe and tool joint combinations are tabulated in Tables 2 through 10 of API RP7G. Appendix A.8.3 in API RP7G shows a method for plotting a graphical representation of the combined torsional and tensile operational limits of tool joints. How to calculate the limits of the drill pipe tube is shown in Appendix A.9.2. This paper defines terms and limits, and discusses building and using a diagram to determine safe loads.

Bailey, E.I. [Stress Engineering Service Inc., Houston, TX (United States); Smith, J.E. [Grant Prideco, Houston, TX (United States)

1998-02-01T23:59:59.000Z

303

Performance analysis of wick-assisted heat pipe solar collector and comparison with experimental results  

Science Journals Connector (OSTI)

The performance of heat pipe solar collector is investigated theoretically and experimentally. The system employs wick-assisted heat pipe for the heat transfer from ... pipe temperature and also the thermal effic...

E. Azad

2009-03-01T23:59:59.000Z

304

Underground Storage Tanks (West Virginia) | Department of Energy  

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

Tanks (West Virginia) Tanks (West Virginia) Underground Storage Tanks (West Virginia) < Back Eligibility Utility Fed. Government Commercial Agricultural Investor-Owned Utility State/Provincial Govt Industrial Construction Municipal/Public Utility Local Government Residential Installer/Contractor Rural Electric Cooperative Tribal Government Low-Income Residential Schools Retail Supplier Institutional Multi-Family Residential Systems Integrator Fuel Distributor Nonprofit General Public/Consumer Transportation Program Info State West Virginia Program Type Siting and Permitting Provider Department of Environmental Protection This rule governs the construction, installation, upgrading, use, maintenance, testing, and closure of underground storage tanks, including certification requirements for individuals who install, repair, retrofit,

305

Underground Gas Storage Reservoirs (West Virginia) | Department of Energy  

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

Gas Storage Reservoirs (West Virginia) Gas Storage Reservoirs (West Virginia) Underground Gas Storage Reservoirs (West Virginia) < Back Eligibility Utility Fed. Government Commercial Agricultural Investor-Owned Utility State/Provincial Govt Industrial Construction Municipal/Public Utility Local Government Residential Installer/Contractor Rural Electric Cooperative Tribal Government Low-Income Residential Schools Retail Supplier Institutional Multi-Family Residential Systems Integrator Fuel Distributor Nonprofit General Public/Consumer Transportation Program Info State West Virginia Program Type Safety and Operational Guidelines Provider West Virginia Department of Commerce Lays out guidelines for the conditions under which coal mining operations must notify state authorities of intentions to mine where underground gas

306

Control Surveys for Underground Construction of the Superconducting Super Collider  

SciTech Connect

Particular care had to be taken in the design and implementation of the geodetic control systems for the Superconducting Super Collider (SSC) due to stringent accuracy requirements, the demanding tunneling schedule, long duration and large size of the construction effort of the project. The surveying requirements and the design and implementation of the surface and underground control scheme for the precise location of facilities which include approximately 120 km of bored tunnel are discussed. The methodology used for the densification of the surface control networks, the technique used for the transfer of horizontal and vertical control into the underground facilities, and the control traverse scheme employed in the tunnels is described.

Greening, W.J.Trevor; Robinson, Gregory L.; /Measurment Science Inc.; Robbins, Jeffrey S.; Ruland, Robert E.; /SLAC

2005-08-16T23:59:59.000Z

307

Sudden stratospheric warmings seen in MINOS deep underground muon data  

SciTech Connect

The rate of high energy cosmic ray muons as measured underground is shown to be strongly correlated with upper-air temperatures during short-term atmospheric (10-day) events. The effects are seen by correlating data from the MINOS underground detector and temperatures from the European Centre for Medium Range Weather Forecasts during the winter periods from 2003-2007. This effect provides an independent technique for the measurement of meteorological conditions and presents a unique opportunity to measure both short and long-term changes in this important part of the atmosphere.

Osprey, S.; /Oxford U.; Barnett, J.; /Oxford U.; Smith, J.; /Oxford U.; Adamson, P.; /Fermilab; Andreopoulos, C.; /Rutherford; Arms, K.E.; /Minnesota U.; Armstrong, R.; /Indiana U.; Auty, D.J.; /Sussex U.; Ayres, D.S.; /Argonne; Baller, B.; /Fermilab; Barnes, P.D., Jr.; /LLNL, Livermore /Oxford U.

2009-01-01T23:59:59.000Z

308

CODIFICATION OF FIBER REINFORCED COMPOSITE PIPING  

SciTech Connect

The goal of the overall project is to successfully adapt spoolable FRP currently used in the oil industry for use in hydrogen pipelines. The use of FRP materials for hydrogen service will rely on the demonstrated compatibility of these materials for pipeline service environments and operating conditions. The ability of the polymer piping to withstand degradation while in service, and development of the tools and data required for life management are imperative for successful implementation of these materials for hydrogen pipeline. The information and data provided in this report provides the technical basis for the codification for fiber reinforced piping (FRP) for hydrogen service. The DOE has invested in the evaluation of FRP for the delivery for gaseous hydrogen to support the development of a hydrogen infrastructure. The codification plan calls for detailed investigation of the following areas: System design and applicable codes and standards; Service degradation of FRP; Flaw tolerance and flaw detection; Integrity management plan; Leak detection and operational controls evaluation; Repair evaluation. The FRP codification process started with commercially available products that had extensive use in the oil and gas industry. These products have been evaluated to assure that sufficient structural integrity is available for a gaseous hydrogen environment.

Rawls, G.

2012-10-10T23:59:59.000Z

309

H.A.R. 11-281 - Underground Storage Tanks | Open Energy Information  

Open Energy Info (EERE)

1 - Underground Storage Tanks Jump to: navigation, search OpenEI Reference LibraryAdd to library Legal Document- RegulationRegulation: H.A.R. 11-281 - Underground Storage...

310

Horizontal Hydraulic Conductivity Estimates for Intact Coal Barriers Between Closed Underground Mines  

Science Journals Connector (OSTI)

...discharges were obtained from industry reports stored at the Consol...mining beneath surface water and waste impoundments: In Proceedings...associated with underground coal gasification: Canadian Geotechnical Journal...underground mining United States waste disposal water quality West...

KURT J. McCOY; JOSEPH J. DONOVAN; BRUCE R. LEAVITT

311

C.R.S. 37-90 - Underground Water | Open Energy Information  

Open Energy Info (EERE)

StatuteStatute: C.R.S. 37-90 - Underground WaterLegal Abstract This article governs the management of underground water in Colorado. Published NA Year Signed or Took Effect 2014...

312

Assessment of seawater intrusion into underground oil storage cavern and prediction of its sustainability  

Science Journals Connector (OSTI)

Operation of underground oil (gas) storage cavern in coastal area can induce seawater intrusion because excavation of underground storage cavern causes the groundwater level decrease of coastal aquifer. Seawater ...

Eunhee Lee; Jeong-Won Lim; Hee Sun Moon; Kang-Kun Lee

2014-07-01T23:59:59.000Z

313

Managing expert-information uncertainties for assessing collapse susceptibility of abandoned underground structures  

E-Print Network (OSTI)

by the vast number of quarries and marl pits, but also for various other reasons resulting in underground be sufficiently violent to cause human loss. Thus, in 1961, the collapse of an underground chalk quarry

Boyer, Edmond

314

Fast reactor power plant design having heat pipe heat exchanger  

DOE Patents (OSTI)

The invention relates to a pool-type fission reactor power plant design having a reactor vessel containing a primary coolant (such as liquid sodium), and a steam expansion device powered by a pressurized water/steam coolant system. Heat pipe means are disposed between the primary and water coolants to complete the heat transfer therebetween. The heat pipes are vertically oriented, penetrating the reactor deck and being directly submerged in the primary coolant. A U-tube or line passes through each heat pipe, extended over most of the length of the heat pipe and having its walls spaced from but closely proximate to and generally facing the surrounding walls of the heat pipe. The water/steam coolant loop includes each U-tube and the steam expansion device. A heat transfer medium (such as mercury) fills each of the heat pipes. The thermal energy from the primary coolant is transferred to the water coolant by isothermal evaporation-condensation of the heat transfer medium between the heat pipe and U-tube walls, the heat transfer medium moving within the heat pipe primarily transversely between these walls.

Huebotter, P.R.; McLennan, G.A.

1984-08-30T23:59:59.000Z

315

Fast reactor power plant design having heat pipe heat exchanger  

DOE Patents (OSTI)

The invention relates to a pool-type fission reactor power plant design having a reactor vessel containing a primary coolant (such as liquid sodium), and a steam expansion device powered by a pressurized water/steam coolant system. Heat pipe means are disposed between the primary and water coolants to complete the heat transfer therebetween. The heat pipes are vertically oriented, penetrating the reactor deck and being directly submerged in the primary coolant. A U-tube or line passes through each heat pipe, extended over most of the length of the heat pipe and having its walls spaced from but closely proximate to and generally facing the surrounding walls of the heat pipe. The water/steam coolant loop includes each U-tube and the steam expansion device. A heat transfer medium (such as mercury) fills each of the heat pipes. The thermal energy from the primary coolant is transferred to the water coolant by isothermal evaporation-condensation of the heat transfer medium between the heat pipe and U-tube walls, the heat transfer medium moving within the heat pipe primarily transversely between these walls.

Huebotter, Paul R. (Western Springs, IL); McLennan, George A. (Downers Grove, IL)

1985-01-01T23:59:59.000Z

316

The Economics of Steam Vs. Electric Pipe Heating  

E-Print Network (OSTI)

To properly design a pipe heating system, the basic principles of heat transfer from an insulated pipe must be understood. The three methods of heat flow are conduction, convection (both forced and natural) and radiation. The total heat loss from a...

Schilling, R. E.

317

and could possibly serve as a repository for  

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

and could possibly serve as a repository for and could possibly serve as a repository for captured CO 2 emissions. The formation is covered by layers of low permeability rock and possesses several properties that are conducive to CO 2 storage, such as the appropriate depth, thickness, porosity, and permeability. Prior to drilling the test well, MRCSP conducted a seismic survey at the site and obtained necessary permits for the injection test from the U.S. Environmental Protection Agency (EPA) and the Kentucky Division of Oil and Gas. Following the permitting process, the researchers injected clean brine in order to determine formation properties like the maximum injection rate and then injected approximately 1,000 metric tons of CO 2 in two, 500-meter-ton steps. The injection rate, pressure, temperature,

318

New Castle Municipal Serv Comm | Open Energy Information  

Open Energy Info (EERE)

New Castle Municipal Serv Comm New Castle Municipal Serv Comm Place Delaware Utility Id 13424 Utility Location Yes Ownership M NERC Location RFC NERC RFC 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 Commercial Space Heating (Grandfathered) Commercial Large General Service Commercial Demand Rate (Primary) Commercial Large General Service Commercial Demand Rate (Secondary) Commercial Medium General Service Commercial Demand Rate Commercial Residential Service Residential Residential Space Heating Residential Small General Service Commercial Non-Demand Rate Commercial

319

CRAD, Equipment and Piping Labeling Assessment Plan | Department of Energy  

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

Equipment and Piping Labeling Assessment Plan Equipment and Piping Labeling Assessment Plan CRAD, Equipment and Piping Labeling Assessment Plan Performance Objective: To verify that facility equipment and piping are labeled in a manner such that facility personnel are able to positively identify equipment they operate. To ensure that an effective labeling program is in effect to reduce operator and maintenance errors from incorrect identification of equipment, to increase training effectiveness by tracing the actual facility system as opposed to tracing its schematic, and to reduce personnel exposure to radiation and hazardous materials. This assessment provides a basis for evaluating the effectiveness of the contractor's program for labeling equipment and piping and for establishing compliance with DOE requirements.

320

Surveillance Guide - OPS 9.18 Equipment and Piping Labeling  

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

EQUIPMENT AND PIPING LABELING EQUIPMENT AND PIPING LABELING 1.0 Objective The objective of this surveillance is to verify that facility equipment and piping are labeled in a manner such that facility personnel are able to positively identify equipment they operate. This surveillance provides a basis for evaluating the effectiveness of the contractor's program for labeling equipment and piping and for establishing compliance with DOE requirements. 2.0 References 2.1 DOE 5480.19, Conduct of Operations Requirements for DOE Facilities 2.2 DOE-STD-1044-93, Guide to Good Practices for Equipment and Piping Labeling 3.0 Requirements Implemented This surveillance is conducted to implement requirements of the Functions, Requirements and Authorities Manual, Section 20,

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


321

Uncertainty analysis for probabilistic pipe fracture evaluations in LBB applications  

SciTech Connect

During the NRC`s Short Cracks in Piping and Piping Welds Program at Battelle, a probabilistic methodology was developed to conduct fracture evaluations of circumferentially cracked pipes for application to leak-rate detection. Later, in the IPIRG-2 program, several parameters that may affect leak-before-break and other pipe flaw evaluations were identified. This paper presents new results from several uncertainty analyses to evaluate the effects of normal operating stresses, normal plus safe-shutdown earthquake stresses, off-centered cracks, restraint of pressure-induced bending, and dynamic and cyclic loading rates on the conditional failure probability of pipes. systems in BWR and PWR. For each parameter, the sensitivity to conditional probability of failure and hence, its importance on probabilistic leak-before-break evaluations were determined.

Rahman, S.; Ghadiali, N.; Wilkowski, G.

1997-04-01T23:59:59.000Z

322

Heat pipe cooling for scramjet engines. Final report  

SciTech Connect

Liquid metal heat pipe cooling systems have been investigated for the combustor liner and engine inlet leading edges of scramjet engines for a missile application. The combustor liner is cooled by a lithium-TZM molybdenum annular heat pipe, which incorporates a separate lithium reservoir. Heat is initially absorbed by the sensible thermal capacity of the heat pipe and liner, and subsequently by the vaporization and discharge of lithium to the atmosphere. The combustor liner temperature is maintained at 3400 F or less during steady-state cruise. The engine inlet leading edge is fabricated as a sodium-superalloy heat pipe. Cooling is accomplished by radiation of heat from the aft surface of the leading edge to the atmosphere. The leading edge temperature is limited to 1700 F or less. It is concluded that heat pipe cooling is a viable method for limiting scramjet combustor liner and engine inlet temperatures to levels at which structural integrity is greatly enhanced.

Silverstein, C.C.

1986-12-01T23:59:59.000Z

323

Acoustic quality factor and energy losses in cylindrical pipes  

Science Journals Connector (OSTI)

The quality factor Q of a damped oscillator equals 2? times the ratio of stored energy to the energy dissipated per cycle. This makes Q a sensitive probe of energy losses. Using modest equipment we measured the acoustical Q for a set of cylindrical pipes having the same resonant frequency but different diameters D. The graph of Q vs D could be well fitted with two parameters one of which corresponds to energy loss via radiation from the ends of the pipe and the other to thermal and viscous losses very close to the pipe wall. The wall loss parameter was quite constant no matter where the pipes were located but the radiative loss parameter varied significantly with location inside a room suggesting that room reflections affected the sound radiated from the pipe. This study offers valuable insights at no great expense and could be the basis of an upper-division undergraduatelaboratory experiment.

Michael J. Moloney; Daniel L. Hatten

2001-01-01T23:59:59.000Z

324

Lower 48 States Natural Gas Underground Storage Withdrawals (Million Cubic  

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

Gas Underground Storage Withdrawals (Million Cubic Feet) Gas Underground Storage Withdrawals (Million Cubic Feet) Lower 48 States Natural Gas Underground Storage Withdrawals (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2011 849,115 666,248 313,952 100,096 58,314 80,472 115,649 125,989 55,418 51,527 183,799 473,674 2012 619,332 515,817 205,365 126,403 73,735 90,800 129,567 133,919 66,652 85,918 280,933 489,707 2013 791,849 646,483 480,032 134,680 48,945 68,117 98,141 101,568 66,273 - = No Data Reported; -- = Not Applicable; NA = Not Available; W = Withheld to avoid disclosure of individual company data. Release Date: 12/12/2013 Next Release Date: 1/7/2014 Referring Pages: Withdrawals of Natural Gas from Underground Storage - All Operators

325

Appendix C: Underground Storage Annual Site Environmental Report  

E-Print Network (OSTI)

Appendix C: Underground Storage Tank Data #12;#12;Annual Site Environmental Report Appendix C identification service Contents Status ( ) date to Corrective action Tank Out-of- assessment number date regulatory Installation Capacity Preliminary date (gallons) investigation Environmental agency Petroleum USTs

Pennycook, Steve

326

Coal properties and system operating parameters for underground coal gasification  

SciTech Connect

Through the model experiment for underground coal gasification, the influence of the properties for gasification agent and gasification methods on underground coal gasifier performance were studied. The results showed that pulsating gasification, to some extent, could improve gas quality, whereas steam gasification led to the production of high heating value gas. Oxygen-enriched air and backflow gasification failed to improve the quality of the outlet gas remarkably, but they could heighten the temperature of the gasifier quickly. According to the experiment data, the longitudinal average gasification rate along the direction of the channel in the gasifying seams was 1.212 m/d, with transverse average gasification rate 0.069 m/d. Experiment indicated that, for the oxygen-enriched steam gasification, when the steam/oxygen ratio was 2:1, gas compositions remained stable, with H{sub 2} + CO content virtually standing between 60% and 70% and O{sub 2} content below 0.5%. The general regularities of the development of the temperature field within the underground gasifier and the reasons for the changes of gas quality were also analyzed. The 'autopneumatolysis' and methanization reaction existing in the underground gasification process were first proposed.

Yang, L. [China University of Mining & Technology, Xuzhou (China)

2008-07-01T23:59:59.000Z

327

Effect of repository underground ventilation on emplacement drift temperature control  

SciTech Connect

The repository advanced conceptual design (ACD) is being conducted by the Civilian Radioactive Waste Management System, Management & Operating Contractor. Underground ventilation analyses during ACD have resulted in preliminary ventilation concepts and design methodologies. This paper discusses one of the recent evaluations -- effects of ventilation on emplacement drift temperature management.

Yang, H.; Sun, Y.; McKenzie, D.G.; Bhattacharyya, K.K. [Morrison Knudson Corporation, Las Vegas, NV (United States)

1996-02-01T23:59:59.000Z

328

Case study of groundwater impact caused by underground mining  

SciTech Connect

An investigative methodology is presented to assist mining and regulatory personnel in determining the effect underground mining can have on local aquifers in the Appalachian coal region. The impact of underground mining on groundwater may be more extensive than first realized by the mining industry and regulatory agencies. The primary reason for this possible under-assessment of deep mining's influence on groundwater is the methods used to calculate groundwater movement. Since groundwater calculations are based on primary hydraulic conductivity, i.e. the conductivity through solid rock measured from rock core samples, erroneous results may be expected. In many cases, groundwater flow times and the corresponding areas of influence are much greater than those assumed since water is rapidly moved through fractured zones that commonly occur throughout Appalachia. A case study illustrating this phenomenon is drawn from underground mining operations in Pike County. A survey of 144 wells was conducted to determine if any loss of water supply and/or quality was found. This was correlated to the extent and time progression of underground mining operations. Other parameters qualified are water level fluctuations, groundwater quality, precipitation, seasonal effects, geology, and mine dewatering. The analysis includes a comprehensive compilation of a well inventory of domestic water supplies. The case study draws conclusions regarding cause and effect relationships.

Sloan, P.; Warner, R.C.

1984-12-01T23:59:59.000Z

329

Underground test area subproject waste management plan. Revision No. 1  

SciTech Connect

The Nevada Test Site (NTS), located in southern Nevada, was the site of 928 underground nuclear tests conducted between 1951 and 1992. The tests were performed as part of the Atomic Energy Commission and U.S. Department of Energy (DOE) nuclear weapons testing program. The NTS is managed by the DOE Nevada Operations Office (DOE/NV). Of the 928 tests conducted below ground surface at the NTS, approximately 200 were detonated below the water table. As an unavoidable consequence of these testing activities, radionuclides have been introduced into the subsurface environment, impacting groundwater. In the few instances of groundwater sampling, radionuclides have been detected in the groundwater; however, only a very limited investigation of the underground test sites and associated shot cavities has been conducted to date. The Underground Test Area (UGTA) Subproject was established to fill this void and to characterize the risk posed to human health and the environment as a result of underground nuclear testing activities at the NTS. One of its primary objectives is to gather data to characterize the deep aquifer underlying the NTS.

NONE

1996-08-01T23:59:59.000Z

330

Underground—and the City of the Future  

Science Journals Connector (OSTI)

... , warehouses and other public service buildings, as well as traffic routes for vehicles and pedestrians, would be constructed in this way. Already there exists a plan for the diversion ... in the well-known École spéciale d'Architecture, on the lighting of underground traffic and pedestrian routes. He reviews the practice exemplified in some of the short subways in Paris, ...

1940-01-06T23:59:59.000Z

331

Grounding Analysis in Heterogeneous Soil Models: Application to Underground Substations  

E-Print Network (OSTI)

Grounding Analysis in Heterogeneous Soil Models: Application to Underground Substations Ignasi category includes all step- up and step-down transmission substations, as well as a number of distribution substations indeed. Nevertheless, the current trend in electric power Engineering moves in another direction

Colominas, Ignasi

332

,"New York Underground Natural Gas Storage - All Operators"  

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

"Sourcekey","N5030NY2","N5010NY2","N5020NY2","N5070NY2","N5050NY2","N5060NY2" "Date","New York Natural Gas Underground Storage Volume (MMcf)","New York Natural Gas in...

333

Radon concentrations in three underground lignite mines in Turkey  

Science Journals Connector (OSTI)

......being operated by the Aegean Lignite Enterprise (Ege Linyitleri...determined in three underground lignite mines, namely Tuncbilek...which is the main state body of lignite coal production, processing...of TKi. GLi Tuncbilek coal reserve, which is located on the mid-west......

S. Çile; N. Altinsoy; N. Çelebi

2010-01-01T23:59:59.000Z

334

EARLY DEVELOPMENT OF THE UNDERGROUND SNO LABORATORY IN CANADA  

E-Print Network (OSTI)

EARLY DEVELOPMENT OF THE UNDERGROUND SNO LABORATORY IN CANADA by G.T. Ewan and W.F. Davidson Council of Canada, Ottawa, Ontario Fundamental physics measurements can be made by many different of high energy cos- mic rays, solar neutrino measure- ments, and searches for rare process- es

Abolmaesumi, Purang

335

Lower 48 States Total Natural Gas Injections into Underground Storage  

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

Total Natural Gas Injections into Underground Storage (Million Cubic Feet) Total Natural Gas Injections into Underground Storage (Million Cubic Feet) Lower 48 States Total Natural Gas Injections into Underground Storage (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2011 50,130 81,827 167,632 312,290 457,725 420,644 359,267 370,180 453,548 436,748 221,389 90,432 2012 74,854 56,243 240,351 263,896 357,965 323,026 263,910 299,798 357,109 327,767 155,554 104,953 2013 70,592 41,680 99,330 270,106 465,787 438,931 372,458 370,471 418,848 - = No Data Reported; -- = Not Applicable; NA = Not Available; W = Withheld to avoid disclosure of individual company data. Release Date: 12/12/2013 Next Release Date: 1/7/2014 Referring Pages: Injections of Natural Gas into Underground Storage - All Operators

336

Design and Field Testing of an Autonomous Underground Tramming System  

E-Print Network (OSTI)

-haul-dump (LHD) machine is often used to excavate fragmented rock, haul it to an assigned location, and then dump, the hazardous nature of underground envi- ronments, driver safety and fatigue, labor costs, and the cyclic" attempts worked by outfitting the mine with signal- emitting cables [2], light-emitting ropes [1

Paris-Sud XI, Université de

337

Underground storage tank 511-D1U1 closure plan  

SciTech Connect

This document contains the closure plan for diesel fuel underground storage tank 511-D1U1 and appendices containing supplemental information such as staff training certification and task summaries. Precision tank test data, a site health and safety plan, and material safety data sheets are also included.

Mancieri, S.; Giuntoli, N.

1993-09-01T23:59:59.000Z

338

Tritium transport in the NuMI decay pipe region - modeling and comparison with experimental data  

SciTech Connect

The NuMI (Neutrinos at Main Injector) beam facility at Fermilab is designed to produce an intense beam of muon neutrinos to be sent to the MINOS underground experiment in Soudan, Minnesota. Neutrinos are created by the decay of heavier particles. In the case of NuMI, the decaying particles are created by interaction of high-energy protons in a target, creating mostly positive pions. These particles can also interact with their environment, resulting in production of a variety of short-lived radionuclides and tritium. In the NuMI beam, neutrinos are produced by 120 GeV protons from the Fermilab Main Injector accelerator which are injected into the NuMI beam line using single turn extraction. The beam line has been designed for 400 kW beam power, roughly a factor of 2 above the initial (2005-06) running conditions. Extracted protons are bent downwards at a 57mr angle towards the Soudan Laboratory. The meson production target is a 94 cm segmented graphite rod, cooled by water in stainless tubes on the top and bottom of the target. The target is followed by two magnetic horns which are pulsed to 200 kA in synchronization with the passage of the beam, producing focusing of the secondary hadron beam and its daughter neutrinos. Downstream of the second horn the meson beam is transported for 675 m in an evacuated 2 m diameter beam (''decay'') pipe. Subsequently, the residual mesons and protons are absorbed in a water cooled aluminum/steel absorber immediately downstream of the decay pipe. Some 200 m of rock further downstream ranges out all of the residual muons. During beam operations, after installation of the chiller condensate system in December 2005, the concentration of tritiated water in the MINOS sump flow of 177 gpm was around 12 pCi/ml, for a total of 0.010 pCi/day. A simple model of tritium transport and deposition via humidity has been constructed to aid in understanding how tritium reaches the sump water. The model deals with tritium transported as HTO, water in which one hydrogen atom has been replaced with tritium. Based on concepts supported by the modeling, a dehumidification system was installed during May 2006 that reduced the tritium level in the sump by a factor of two. This note is primarily concerned with tritium that was produced in the NuMI target pile, carried by air flow into the target hall and down the decay pipe passageway (where most of it was deposited). The air is exhausted through the existing air vent shaft EAV2 (Figure 1).

Hylen, J.; Plunkett, R.; /Fermilab

2007-03-01T23:59:59.000Z

339

Review of the Savannah River Site, Salt Waste Processing Facility, Construction Quality of Piping and Pipe Supports, September 2012  

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

Savannah River Site, Salt Waste Processing Savannah River Site, Salt Waste Processing Facility, Construction Quality of Piping & Pipe Supports September 2012 Office of Safety and Emergency Management Evaluations Office of Enforcement and Oversight Office of Health, Safety and Security U.S. Department of Energy Table of Contents 1.0 Purpose................................................................................................................................................. 1 2.0 Scope.................................................................................................................................................... 1 3.0 Background .......................................................................................................................................... 1

340

Review of the Savannah River Site, Salt Waste Processing Facility, Construction Quality of Piping and Pipe Supports, September 2012  

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

Savannah River Site, Salt Waste Processing Savannah River Site, Salt Waste Processing Facility, Construction Quality of Piping & Pipe Supports September 2012 Office of Safety and Emergency Management Evaluations Office of Enforcement and Oversight Office of Health, Safety and Security U.S. Department of Energy Table of Contents 1.0 Purpose................................................................................................................................................. 1 2.0 Scope.................................................................................................................................................... 1 3.0 Background .......................................................................................................................................... 1

Note: This page contains sample records for the topic "underground pipes serving" 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.


341

Characterization of Pipes, Drain Lines, and Ducts using the Pipe Explorer System  

Office of Scientific and Technical Information (OSTI)

MC/30172-97/C0803 MC/30172-97/C0803 Title: Characterization of Pipes, Drain Lines, and Ducts Using the Pipe Explorer System TM Authors: C.D. Cremer D.T. Kendrick E. Cramer Contractor: Science and Engineering Associates, Inc. 6100 Uptown Blvd, NE Albuquerque, NM 87100 Contract Number: DE-AC21-93MC30172 Conference: Industry Partnerships to Deploy Environmental Technology Conference Location: Morgantown, West Virginia Conference Dates: October 22-24, 1996 Conference Sponsor: Morgantown Energy Technology Center Disclaimer This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any

342

INSPECTION OF FUSION JOINTS IN PLASTIC PIPE  

SciTech Connect

The standard method of joining plastic pipe in the field is the butt fusion process. As in any pipeline application, joint quality greatly affects overall operational safety of the system. Currently no simple, reliable, cost effective method of assessing the quality of fusion joints in the field exists. Visual examination and pressure testing are current non-destructive approaches, which do not provide any assurance about the long-term pipeline performance. This project will develop, demonstrate, and validate an in-situ non-destructive inspection method for butt fusion joints in gas distribution plastic pipelines. The inspection system will include a laser based image-recognition system that will automatically generate and interpret digital images of pipe joints and assign them a pass/fail rating, which eliminates operator bias in evaluating joint quality. A Weld Zone Inspection Method (WZIM) is being developed in which local heat is applied to the joint region to relax the residual stresses formed by the original joining operation and reveal the surface condition of the joint. In cases where the joint is not formed under optimal conditions, and the intermolecular forces between contacting surfaces are not strong enough, the relaxation of macromolecules in the surface layer causes the material to pull back, revealing a fusion line. If the joint is sound, the bond line image does not develop. To establish initial feasibility of the approach, welds were performed under standard and non-standard conditions. These welds were subjected to the WZIM and tensile testing. There appears to be a direct correlation between the WZIM and tensile testing results. Although WZIM appears to be more sensitive than tensile testing can verify, the approach appears valid.

Alex Savitski; Connie Reichert; John Coffey

2004-07-13T23:59:59.000Z

343

How well do home energy audits serve the homeowner?  

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

How well do home energy audits serve the homeowner? How well do home energy audits serve the homeowner? Title How well do home energy audits serve the homeowner? Publication Type Conference Proceedings LBNL Report Number LBNL-5712E Year of Publication 2012 Authors Ingle, Aaron, Mithra M. Moezzi, Loren Lutzenhiser, and Richard C. Diamond Conference Name 2012 Summer Study on Energy Efficiency in Buildings Date Published 05/2012 Conference Location Pacific Grove, CA, USA Abstract Home energy audits administered by utilities and government typically provide homeowners with lists of technical upgrade recommendations intended to increase the technical energy efficiency of the house. Audits proceed with assessment of physical characteristics, subsequently processed with a computational model and transformed into a report, sometimes customized by the auditor. While the design of an energy audit reflects program and policy points of view - balancing program cost with expected program savings, educating people about the value of energy efficiency, etc. - it is crucial to consider the criteria for a good home energy audit and recommendations from homeowners' points of view. How well do home energy audits currently meet these criteria? How well do asset-based assessments match what homeowners seem to want? We consider these questions based on a study of 286 homeowners who participated in a Seattle City Light home energy audit program. Findings suggest that there is substantial opportunity to reorient audit programs to better fit the realities of why homeowners undertake energy audits and retrofits. In the Seattle City Light program, participating homeowners found certain elements of the audit they received - interaction with professional auditors, blower door testing, and customized, specific upgrade recommendations - to be more compelling than the standardized and quantitative elements. Rather than being engaged with increasing energy efficiency, as invited by an asset perspective and asset-based efficiency scores, homeowners wanted to build better understanding of their home's energy use and to learn how to solve specific problems, especially reflecting their household's actual energy use practices.

344

Development and Manufacture of Cost Effective Composite Drill Pipe  

SciTech Connect

This technical report presents the engineering research, process development and data accomplishments that have transpired to date in support of the development of Cost Effective Composite Drill Pipe (CDP). The report presents progress made from October 1, 2004 through September 30, 2005 and contains the following discussions: (1) Qualification Testing; (2) Prototype Development and Testing of ''Smart Design'' Configuration; (3) Field Test Demonstration; and (4) Commercial order for SR-CDP from Torch International. The objective of this contract is to develop and demonstrate ''cost effective'' Composite Drill Pipe. It is projected that this drill pipe will weigh less than half of its steel counter part. The resultant weight reduction will provide enabling technology that will increase the lateral distance that can be reached from an offshore drilling platform and the depth of water in which drilling and production operations can be carried out. Further, composite drill pipe has the capability to carry real time signal and power transmission within the pipe walls. CDP can also accommodate much shorter drilling radius than is possible with metal drill pipe. As secondary benefits, the lighter weight drill pipe can increase the storage capability of floating off shore drilling platforms and provide substantial operational cost savings.

James C. Leslie; James C. Leslie II; Lee Truong; James T. Heard; Steve Loya

2006-02-20T23:59:59.000Z

345

Natural Gas Pipe Line Companies (Connecticut) | Department of Energy  

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

Pipe Line Companies (Connecticut) Pipe Line Companies (Connecticut) Natural Gas Pipe Line Companies (Connecticut) < 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 Program Info State Connecticut Program Type Siting and Permitting Provider Public Utilities Regulatory Authority These regulations list standards and considerations for the design, construction, compression, metering, operation, and maintenance of natural gas pipelines, along with procedures for records, complaints, and service

346

Capacitance Probe for Detection of Anomalies in Nonmetallic Plastic Pipe  

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

Capacitance Probe for Detection of Anomalies in Capacitance Probe for Detection of Anomalies in Nonmetallic Plastic Pipe Opportunity The Department of Energy's National Energy Technology Laboratory (NETL) is seeking collaborative research and licensing partners interested in implementing United States Patent Number 7,839,282 entitled "Capacitance Probe for Detection of Anomalies in Nonmetallic Plastic Pipe." Disclosed in this patent is an analysis of materials using a capacitive sensor to detect anomalies in nonmetallic plastic pipe through comparison of measured capacitances. The capacitive sensor is used in conjunction with a capacitance measurement device, a location device, and a processor to generate a capacitance versus location output for the detection and localization of anomalies

347

Acoustic imaging in a water filled metallic pipe  

SciTech Connect

A method is described for the imaging of the interior of a water filled metallic pipe using acoustical techniques. The apparatus consists of an array of 20 acoustic transducers mounted circumferentially around the pipe. Each transducer is pulsed in sequence, and the echos resulting from bubbles in the interior are digitized and processed by a computer to generate an image. The electronic control and digitizing system and the software processing of the echo signals are described. The performance of the apparatus is illustrated by the imaging of simulated bubbles consisting of thin walled glass spheres suspended in the pipe.

Kolbe, W.F.; Turko, B.T.; Leskovar, B.

1984-04-01T23:59:59.000Z

348

Phased?Array Focusing Potential in Pipe with Viscoelastic Coating  

Science Journals Connector (OSTI)

This work investigates the effectiveness of traditional guided?wave focusing techniques in piping with viscoelastic coating. Focusing results for an uncoated pipe are compared to that of pipe with a fusion?bonded epoxy coating a coal?tar mastic coating a coal?tar epoxy coating a coal?tar tape coating a wax coating and an enamel coating. Experimental results are compared to computationally derived models. Results show that for most coating types focusing can be achieved without special consideration of the coating. This is significant in that it demonstrates the immediate applicability of traditional focusing techniques to coated pipeline.

J. K. Van Velsor; L. Zhang; L. J. Breon; J. L. Rose

2007-01-01T23:59:59.000Z

349

GRR/Section 14-HI-c - Underground Injection Control Permit | Open Energy  

Open Energy Info (EERE)

GRR/Section 14-HI-c - Underground Injection Control Permit GRR/Section 14-HI-c - Underground Injection Control Permit < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 14-HI-c - Underground Injection Control Permit 14HIC - UndergroundInjectionControlPermit (1).pdf Click to View Fullscreen Contact Agencies Hawaii Department of Health Safe Drinking Water Branch Regulations & Policies Hawaii Administrative Rules Title 11, Chapter 23 Triggers None specified Click "Edit With Form" above to add content 14HIC - UndergroundInjectionControlPermit (1).pdf 14HIC - UndergroundInjectionControlPermit (1).pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative The developer must receive an Underground Injection Control Permit from the

350

Numerical Simulations of Leakage from Underground LPG Storage Caverns  

SciTech Connect

To secure a stable supply of petroleum gas, underground storage caverns for liquified petroleum gas (LPG) are commonly used in many countries worldwide. Storing LPG in underground caverns requires that the surrounding rock mass remain saturated with groundwater and that the water pressure be higher than the liquid pressure inside the cavern. In previous studies, gas containment criteria for underground gas storage based on hydraulic gradient and pressure have been discussed, but these studies do not consider the physicochemical characteristics and behavior of LPG such as vaporization and dissolution in groundwater. Therefore, while these studies are very useful for designing storage caverns, they do not provide better understanding of the either the environmental effects of gas contamination or the behavior of vaporized LPG. In this study, we have performed three-phase fluid flow simulations of gas leakage from underground LPG storage caverns, using the multiphase multicomponent nonisothermal simulator TMVOC (Pruess and Battistelli, 2002), which is capable of solving the three-phase nonisothermal flow of water, gas, and a multicomponent mixture of volatile organic chemicals (VOCs) in multidimensional heterogeneous porous media. A two-dimensional cross-sectional model resembling an actual underground LPG facility in Japan was developed, and gas leakage phenomena were simulated for three different permeability models: (1) a homogeneous model, (2) a single-fault model, and (3) a heterogeneous model. In addition, the behavior of stored LPG was studied for the special case of a water curtain suddenly losing its function because of operational problems, or because of long-term effects such as clogging of boreholes. The results of the study indicate the following: (1) The water curtain system is a very powerful means for preventing gas leakage from underground storage facilities. By operating with appropriate pressure and layout, gas containment can be ensured. (2) However , in highly heterogeneous media such as fractured rock and fault zones, local flow paths within which the gas containment criterion is not satisfied could be formed. To eliminate such zones, treatments such as pre/post grouting or an additional installment of water-curtain boreholes are essential. (3) Along highly conductive features such as faults, even partially saturated zones possess certain effects that can retard or prevent gas leakage, while a fully unsaturated fault connected to the storage cavern can quickly cause a gas blowout. This possibility strongly suggests that ensuring water saturation of the rock surrounding the cavern is a very important requirement. (4) Even if an accident should suddenly impair the water curtain, the gas plume does not quickly penetrate the ground surface. In these simulations, the plume takes several months to reach the ground surface.

Yamamoto, Hajime; Pruess, Karsten

2004-09-01T23:59:59.000Z

351

Department of Energy Announces 15 Projects Aimed at Secure Underground  

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

15 Projects Aimed at Secure 15 Projects Aimed at Secure Underground Storage of CO2 Department of Energy Announces 15 Projects Aimed at Secure Underground Storage of CO2 August 11, 2010 - 1:00pm Addthis Washington, DC - U.S. Energy Secretary Steven Chu announced today the selection of 15 projects to develop technologies aimed at safely and economically storing carbon dioxide (CO2) in geologic formations. Funded at $21.3 million over three years, today's selections will complement existing DOE initiatives to help develop the technology and infrastructure to implement large-scale CO2 storage in different geologic formations across the Nation. The projects selected today will support the goals of helping reduce U.S. greenhouse gas emissions, developing and deploying near-zero-emission coal technologies, and making the U.S. a leader in

352

Underground Natural Gas Working Storage Capacity - Energy Information  

Gasoline and Diesel Fuel Update (EIA)

Underground Natural Gas Working Storage Capacity Underground Natural Gas Working Storage Capacity With Data for November 2012 | Release Date: July 24, 2013 | Next Release Date: Spring 2014 Previous Issues Year: 2013 2012 2011 2010 2009 2008 2007 2006 Go Overview Natural gas working storage capacity increased by about 2 percent in the Lower 48 states between November 2011 and November 2012. The U.S. Energy Information Administration (EIA) has two measures of working gas storage capacity, and both increased by similar amounts: Demonstrated maximum volume increased 1.8 percent to 4,265 billion cubic feet (Bcf) Design capacity increased 2.0 percent to 4,575 Bcf Maximum demonstrated working gas volume is an operational measure of the highest level of working gas reported at each storage facility at any time

353

one mile underground into a deep saline formation. The injection  

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

mile underground into a deep saline formation. The injection, mile underground into a deep saline formation. The injection, which will occur over a three-year period and is slated to start in early 2010, will compress up to 1 million metric tonnes of CO 2 from the ADM ethanol facility into a liquid-like, dense phase. The targeted rock formation, the Mt. Simon Sandstone, is the thickest and most widespread saline reservoir in the Illinois Basin, with an estimated CO 2 storage capacity of 27 to 109 billion metric tonnes. A comprehensive monitoring program, which will be evaluated yearly, will be implemented after the injection to ensure the injected CO 2 is stored safely and permanently. The RCSP Program was launched by the Office of Fossil Energy (FE)

354

Westinghouse Earns Mine Safety Award for Exceptional Underground Operations  

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

Westinghouse Earns Mine Safety Award Westinghouse Earns Mine Safety Award For Exceptional Underground Operations CARLSBAD, N.M., October 5, 2000 - For the 14 th consecutive year, the Westinghouse Waste Isolation Division (WID) has been recognized for "excellence in underground operations" at the U.S. Department of Energy's (DOE) Waste Isolation Pilot Plant (WIPP). On September 19, New Mexico State Inspector of Mines Gilbert Miera and the New Mexico Mining Association presented Westinghouse with the "Mine Operator of the Year" award. The presentation took place at the New Mexico Mining Association's annual convention in Farmington. The "Mine Operator of the Year" award recognizes Westinghouse's close attention to safety in a mining environment. WID received the award in the category of "non-producing

355

Advanced Underground Gas Storage Concepts Refrigerated-Mined Cavern Storage  

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

UNDERGROUND GAS STORAGE CONCEPTS UNDERGROUND GAS STORAGE CONCEPTS REFRIGERATED-MINED CAVERN STORAGE FINAL REPORT DOE CONTRACT NUMBER DE-AC26-97FT34349 SUBMITTED BY: PB-KBB INC. 11757 KATY FREEWAY, SUITE 600 HOUSTON, TX 77079 SEPTEMBER 1998 Disclaimer This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise does not necessarily

356

Underground coal gasification: a brief review of current status  

SciTech Connect

Coal gasification is a promising option for the future use of coal. Similarly to gasification in industrial reactors, underground coal gasification (UCG) produces syngas, which can be used for power generation or for the production of liquid hydrocarbon fuels and other valuable chemical products. As compared with conventional mining and surface gasification, UCG promises lower capital/operating costs and also has other advantages, such as no human labor underground. In addition, UCG has the potential to be linked with carbon capture and sequestration. The increasing demand for energy, depletion of oil and gas resources, and threat of global climate change lead to growing interest in UCG throughout the world. In this article, we review the current status of this technology, focusing on recent developments in various countries.

Shafirovich, E.; Varma, A. [Purdue University, West Lafayette, IN (United States). School of Chemical Engineering

2009-09-15T23:59:59.000Z

357

DIANA - A deep underground accelerator for nuclear astrophysics experiments  

SciTech Connect

DIANA (Dakota Ion Accelerator for Nuclear Astrophysics) is a proposed facility designed to be operated deep underground. The DIANA collaboration includes nuclear astrophysics groups from Lawrence Berkeley National Laboratory, Michigan State University, Western Michigan University, Colorado School of Mines, and the University of North Carolina, and is led by the University of Notre Dame. The scientific goals of the facility are measurements of low energy nuclear cross-sections associated with sun and pre-supernova stars in a laboratory setup at energies that are close to those in stars. Because of the low stellar temperatures associated with these environments, and the high Coulomb barrier, the reaction cross-sections are extremely low. Therefore these measurements are hampered by small signal to background ratios. By going underground the background due to cosmic rays can be reduced by several orders of magnitude. We report on the design status of the DIANA facility with focus on the 3 MV electrostatic accelerator.

Winklehner, Daniel; Leitner, Daniela [Michigan State University, 640 S Shaw Lane, East Lansing MI 48824 (United States); Lemut, Alberto; Hodgkinson, Adrian [Lawrence Berkeley National Laboratory, 1 Cyclotron Road, Berkeley CA 94720 (United States); Couder, Manoel; Wiescher, Michael [University of Notre Dame, Notre Dame, IN 46556 (United States)

2013-04-19T23:59:59.000Z

358

200-Area plateau inactive miscellaneous underground storage tanks locations  

SciTech Connect

Fluor Daniel Northwest (FDNW) has been tasked by Lockheed Martin Hanford Corporation (LMHC) to incorporate current location data for 64 of the 200-Area plateau inactive miscellaneous underground storage tanks (IMUST) into the centralized mapping computer database for the Hanford facilities. The IMUST coordinate locations and tank names for the tanks currently assigned to the Hanford Site contractors are listed in Appendix A. The IMUST are inactive tanks installed in underground vaults or buried directly in the ground within the 200-East and 200-West Areas of the Hanford Site. The tanks are categorized as tanks with a capacity of less than 190,000 liters (50,000 gal). Some of the IMUST have been stabilized, pumped dry, filled with grout, or may contain an inventory or radioactive and/or hazardous materials. The IMUST have been out of service for at least 12 years.

Brevick, C.H.

1997-12-01T23:59:59.000Z

359

depleted underground oil shale for the permanent storage of carbon  

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

depleted underground oil shale for the permanent storage of carbon depleted underground oil shale for the permanent storage of carbon dioxide (CO 2 ) generated during the oil shale extraction process. AMSO, which holds a research, development, and demonstration (RD&D) lease from the U.S. Bureau of Land Management for a 160-acre parcel of Federal land in northwest Colorado's oil-shale rich Piceance Basin, will provide technical assistance and oil shale core samples. If AMSO can demonstrate an economically viable and environmentally acceptable extraction process, it retains the right to acquire a 5,120-acre commercial lease. When subject to high temperatures and high pressures, oil shale (a sedimentary rock that is rich in hydrocarbons) can be converted into oil. Through mineralization, the CO 2 could be stored in the shale

360

Underground Injection Control Fee Schedule (West Virginia) | Department of  

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

Injection Control Fee Schedule (West Virginia) Injection Control Fee Schedule (West Virginia) Underground Injection Control Fee Schedule (West Virginia) < Back Eligibility Utility Fed. Government Commercial Agricultural Investor-Owned Utility State/Provincial Govt Industrial Construction Municipal/Public Utility Local Government Residential Installer/Contractor Rural Electric Cooperative Tribal Government Low-Income Residential Schools Retail Supplier Institutional Multi-Family Residential Systems Integrator Fuel Distributor Nonprofit General Public/Consumer Transportation Program Info State West Virginia Program Type Fees Provider Department of Environmental Protection This rule establishes schedules of permit fees for state under-ground injection control permits issued by the Chief of the Office of Water Resources. This rule applies to any person who is required to apply for and

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


361

Methodology for EIA Weekly Underground Natural Gas Storage Estimates  

Weekly Natural Gas Storage Report (EIA)

Methodology for EIA Weekly Underground Natural Gas Storage Estimates Methodology for EIA Weekly Underground Natural Gas Storage Estimates Latest Update: November 25, 2008 This report consists of the following sections: Survey and Survey Processing - a description of the survey and an overview of the program Sampling - a description of the selection process used to identify companies in the survey Estimation - how the regional estimates are prepared from the collected data Computing the 5-year Averages, Maxima, Minima, and Year-Ago Values for the Weekly Natural Gas Storage Report - the method used to prepare weekly data to compute the 5-year averages, maxima, minima, and year-ago values for the weekly report Derivation of the Weekly Historical Estimates Database - a description of the process used to generate the historical database for the

362

Nickel-cobalt-iron-copper sulfides and arsenides in solution-collapse breccia pipes, northwestern Arizona  

SciTech Connect

An extensive suite of Ni-Co-Fe-Cu sulfides and arsenides lies within the matrix of solution-collapse breccias buried deep within the plateaus of the Grand Canyon region. Ceilings over large caverns in the Redwall collapsed, brecciating the overlying sandstone and forming cylindrical breccia pipes up to 300 ft in diameter that extend vertically as much as 3,000 ft. These highly permeable breccias served as a host for the precipitation of a suite of over 100 minerals, including uraninite, sphalerite, galena and various copper phases, in addition to the Ni-Co-bearing-phase discussed here. Intricately zoned crystals of small (<1 mm), euhedral Ni-Co-Fe-As-S minerals were the first to form during the second major episode of mineralization in these pipes. Several of these phases replace minerals, such as barite and anhydrite, from the first episode. Extensive microprobe work has been done on samples from two breccia pipe mines, the Hack 2 and Orphan, which are about 50 miles apart. Mineral compositions are similar except that no copper is found in the Ni-Co-Fe phases from the Hack 2 mine, while pyrites containing 1 wt % Cu are common from the Orphan, which was mined for copper. In some of these pyrites', Cu is dominant and the mineral is actually villamaninite. Pyrites from both mines characteristically contain 0.5 to 3 wt % As. Metal contents in zones pyrite-bravoite-vaesite (M[sub 1]S[sub 2]) crystals at the Hack 2 mine range from Fe[sub 1] to Fe[sub .12], Ni[sub 0] to Ni[sub .86], and Co[sub 0] to Co[sub .10]. The metal content for polydymite-siegenite-violarite averages about (Ni[sub 2.33]Co[sub .39]Fe[sub .23])(S[sub 3.9]As[sub .1]). Orphan mine pyrite-bravoite-vaesite-villamaninite ranges in composition from pure FeS[sub 2] to (Ni[sub .6]Fe[sub .21]Co[sub .17])S[sub 2], and (Cu[sub .46]Ni[sub .27]Fe[sub .21]Co[sub .13])S[sub 2]. Of all the sulfides or arsenides found in these breccia pipes, only nickeline consistently occurs as the pure end member.

Wenrich, K.J. (Geological Survey, Denver, CO (United States)); Hlava, P.F. (Sandia National Labs., Albuquerque, NM (United States))

1993-04-01T23:59:59.000Z

363

Pantex erects nearly 400 piping metal supports | National Nuclear Security  

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

erects nearly 400 piping metal supports | National Nuclear Security erects nearly 400 piping metal supports | National Nuclear Security Administration Our Mission Managing the Stockpile Preventing Proliferation Powering the Nuclear Navy Emergency Response Recapitalizing Our Infrastructure Continuing Management Reform Countering Nuclear Terrorism About Us Our Programs Our History Who We Are Our Leadership Our Locations Budget Our Operations Media Room Congressional Testimony Fact Sheets Newsletters Press Releases Speeches Events Social Media Video Gallery Photo Gallery NNSA Archive Federal Employment Apply for Our Jobs Our Jobs Working at NNSA Blog Home > NNSA Blog > Pantex erects nearly 400 piping metal supports Pantex erects nearly 400 piping metal supports Posted By Office of Public Affairs Workers at the Pantex Plant are in the process of erecting nearly 400 metal

364

Pantex erects nearly 400 piping metal supports | National Nuclear Security  

National Nuclear Security Administration (NNSA)

erects nearly 400 piping metal supports | National Nuclear Security erects nearly 400 piping metal supports | National Nuclear Security Administration Our Mission Managing the Stockpile Preventing Proliferation Powering the Nuclear Navy Emergency Response Recapitalizing Our Infrastructure Continuing Management Reform Countering Nuclear Terrorism About Us Our Programs Our History Who We Are Our Leadership Our Locations Budget Our Operations Media Room Congressional Testimony Fact Sheets Newsletters Press Releases Speeches Events Social Media Video Gallery Photo Gallery NNSA Archive Federal Employment Apply for Our Jobs Our Jobs Working at NNSA Blog Home > NNSA Blog > Pantex erects nearly 400 piping metal supports Pantex erects nearly 400 piping metal supports Posted By Office of Public Affairs Workers at the Pantex Plant are in the process of erecting nearly 400 metal

365

Robot design for leak detection in water-pipe systems  

E-Print Network (OSTI)

Leaks are major problem that occur in the water pipelines all around the world. Several reports indicate loss of around 20 to 30 percent of water in the distribution of water through water pipe systems. Such loss of water ...

Choi, Changrak

2012-01-01T23:59:59.000Z

366

Compressed air piping, 241-SY-101 hydraulic pump retrieval trailer  

SciTech Connect

The following Design Analysis was prepared by the Westinghouse Hanford Company to determine pressure losses in the compressed air piping installed on the hydraulic trailer for the 241-SY-101 pump retrieval mission.

Wilson, T.R.

1994-12-12T23:59:59.000Z

367

SEISMIC CAPACITY OF THREADED, BRAZED AND GROOVED PIPE JOINTS  

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

Seismic Capacity of Threaded, Brazed and Grooved Pipe Joints Brent Gutierrez, PhD, PE George Antaki, PE, F.ASME DOE NPH Conference October 25-26, 2011

368

Composite drill pipe and method for forming same  

DOE Patents (OSTI)

A lightweight and durable drill pipe string capable of short radius drilling formed using a composite pipe segment formed to include tapered wall thickness ends that are each defined by opposed frustoconical surfaces conformed for self-aligning receipt and intimate bonding contact within an annular space between corresponding surfaces of a coaxially nested set of metal end pieces and a set of nonconductive sleeves. The distal peripheries of the nested end pieces and sleeves are then welded to each other and the sandwiched and bonded portions are radially pinned. The composite segment may include imbedded conductive leads and the axial end portions of the end pieces are shaped to form a threaded joint with the next pipe assembly that includes contact rings in the opposed surfaces of the pipe joint for contact together.

Leslie, James C; Leslie, II, James C; Heard, James; Truong, Liem V; Josephson, Marvin

2012-10-16T23:59:59.000Z

369

Probabilistic assessment of critically flawed LMFBR PHTS piping elbows  

SciTech Connect

One of the important functions of the Primary Heat Transport System (PHTS) of a large Liquid Metal Fast Breeder Reactor (LMFBR) plant is to contain the circulating radioactive sodium in components and piping routed through inerted areas within the containment building. A significant possible failure mode of this vital system is the development of cracks in the piping components. This paper presents results from the probabilistic assessment of postulated flaws in the most-critical piping elbow of each piping leg. The criticality of calculated maximum sized flaws is assessed against an estimated material fracture toughness to determine safety factors and failure probability estimates using stress-strength interference theory. Subsequently, a different approach is also employed in which the randomness of the initial flaw size and loading are more-rigorously taken into account. This latter approach yields much smaller probability of failure values when compared to the stress-strength interference analysis results.

Balkey, K.R.; Wallace, I.T.; Vaurio, J.K.

1982-01-01T23:59:59.000Z

370

The nickel pipes of Vlakfontein and vicinity, western Transvaal  

Science Journals Connector (OSTI)

...feet of pneumaticand diamond drilling) on Vlaldontein and vicinity...the centrallylocatedVredefort dome within the Witwatersrand Basin...NICKEL PIPES' OF VLAKFONTEIN TAtum 4. Microscopicand Microprobe...ft. The orebody,proved by drilling,haddimensionsof about200...

C. F. Vermaak

371

Selection of minimum earthquake intensity in calculating pipe failure probabilities  

SciTech Connect

In a piping reliability analysis, it is sometimes necessary to specify a minimum ground motion intensity, usually the peak acceleration, below which the ground motions are not considered as earthquakes and, hence, are neglected. The calculated probability of failure of a piping system is dependent on this selected minimum earthquake intensity chosen for the analysis. A study was conducted to determine the effects of the minimum earthquake intensity on the probability of pipe failure. The results indicated that the probability of failure of the piping system is not very sensitive to the variations of the selected minimum peak ground acceleration. However, it does have significant effects on various scenarios that make up the system failure.

Lo, T.Y.

1985-01-01T23:59:59.000Z

372

Solid0Core Heat-Pipe Nuclear Batterly Type Reactor  

SciTech Connect

This project was devoted to a preliminary assessment of the feasibility of designing an Encapsulated Nuclear Heat Source (ENHS) reactor to have a solid core from which heat is removed by liquid-metal heat pipes (HP).

Ehud Greenspan

2008-09-30T23:59:59.000Z

373

Rating underground pipeline tape and shrink sleeve coating systems  

SciTech Connect

A rating system was developed for several coating types used for underground pipeline systems. Consideration included soil stress, adhesion, surface preparation, cathodic protection (CP) shielding, CP requirements, handling and construction, repair, field joint system, bends and other components, and the application process. Polyethylene- and polyvinyl chloride-backed tapes, woven polyolefin geotextile fabric (WGF)-backed tapes, hot-applied tapes, petrolatum- and wax-based tapes, and shrink sleeves were evaluated. WGF-backed tapes had the highest rating.

Norsworthy, R.

1999-11-01T23:59:59.000Z

374

DOE Joint Genome Institute: Adaptable Button Mushroom Serves Up  

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

8, 2012 8, 2012 Adaptable Button Mushroom Serves Up Biomass-Degrading Genes Critical to Managing the Planet's Carbon Stores The button mushroom occupies a prominent place in our diet and in the grocery store where it boasts a tasty multibillion-dollar niche, while in nature, Agaricus bisporus is known to decay leaf matter on the forest floor. Now, owing to an international collaboration of two-dozen institutions led by the French National Institute for Agricultural Research (INRA) and the U.S. Department of Energy Joint Genome Institute (DOE JGI), the full repertoire of A. bisporus genes has been determined. In particular, new work shows how its genes are actually deployed not only in leaf decay but also wood decay and in the development of fruiting bodies (the above ground part of the mushroom harvested for food). The work also

375

Northern Indiana Pub Serv Co | Open Energy Information  

Open Energy Info (EERE)

Co Co Jump to: navigation, search Name Northern Indiana Pub Serv Co Place Indiana Utility Id 13756 Utility Location Yes Ownership I NERC Location RFC NERC RFC Yes ISO MISO Yes Operates Generating Plant Yes Activity Generation Yes Activity Transmission Yes Activity Buying Transmission Yes Activity Distribution Yes Activity Wholesale Marketing Yes Activity Bundled Services Yes Alt Fuel Vehicle Yes Alt Fuel Vehicle2 Yes References EIA Form EIA-861 Final Data File for 2010 - File1_a[1] Energy Information Administration Form 826[2] 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 Adjustment of Charges for Cost of Fuel Rider Adjustment of Charges for Regional Transmission Organization

376

Seismic fragility analysis of buried steel piping at P, L, and K reactors  

SciTech Connect

Analysis of seismic strength of buried cooling water piping in reactor areas is necessary to evaluate the risk of reactor operation because seismic events could damage these buried pipes and cause loss of coolant accidents. This report documents analysis of the ability of this piping to withstand the combined effects of the propagation of seismic waves, the possibility that the piping may not behave in a completely ductile fashion, and the distortions caused by relative displacements of structures connected to the piping.

Wingo, H.E.

1989-10-01T23:59:59.000Z

377

Iowa Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Iowa Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 228,019 220,410 215,229 215,377 219,838 224,572 230,226 236,154 239,871 243,782 241,829 227,519 1991 225,964 215,495 211,852 213,588 218,084 228,720 234,297 240,868 252,335 263,855 255,740 241,570 1992 221,741 209,087 205,548 208,105 217,022 225,236 236,833 247,704 258,372 267,472 258,308 237,797 1993 218,826 208,027 205,378 210,868 217,693 225,793 236,688 247,032 259,649 265,238 258,580 240,957 1994 222,694 213,205 210,208 212,114 217,678 224,185 234,433 245,426 257,120 266,215 261,645 243,875 1995 223,356 212,480 208,011 207,340 211,295 219,417 229,558 244,448 256,135 263,260 252,590 237,557

378

Utah Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Utah Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 59,806 56,937 55,229 54,606 57,328 55,249 67,314 75,921 83,365 86,778 66,668 58,461 1991 61,574 54,369 50,745 51,761 54,314 60,156 66,484 70,498 74,646 75,367 70,399 63,453 1992 59,541 59,119 59,059 60,896 64,403 67,171 70,690 75,362 78,483 79,756 74,021 67,181 1993 61,308 56,251 52,595 52,028 58,713 65,349 69,968 75,120 80,183 85,406 79,818 75,184 1994 70,826 63,733 66,678 68,028 74,061 78,089 83,551 89,773 98,223 102,035 99,841 94,306 1995 86,450 83,059 79,507 80,647 84,154 90,012 97,005 100,430 101,993 102,510 103,779 93,925

379

New York Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) New York Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 124,150 116,994 113,349 121,215 131,103 139,757 148,861 155,592 158,419 160,981 150,947 1991 127,051 118,721 114,190 117,571 124,275 132,029 140,317 149,058 157,799 163,054 158,736 151,036 1992 146,171 131,831 119,880 122,969 132,698 142,107 153,543 163,508 169,298 172,708 169,361 158,828 1993 145,521 129,184 118,756 122,771 133,838 144,835 154,895 162,969 172,642 174,589 171,253 161,801 1994 143,310 129,129 120,675 129,563 138,273 150,582 159,688 168,628 173,584 174,977 172,352 163,470 1995 149,768 135,478 129,570 130,077 138,659 150,010 156,744 165,026 173,947 175,635 165,945 148,196

380

Iowa Natural Gas Injections into Underground Storage (Million Cubic Feet)  

Gasoline and Diesel Fuel Update (EIA)

Injections into Underground Storage (Million Cubic Feet) Injections into Underground Storage (Million Cubic Feet) Iowa Natural Gas Injections into Underground Storage (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 1,740 243 1,516 3,236 5,817 8,184 5,657 5,928 4,903 4,971 1,423 854 1991 1,166 155 231 1,829 4,897 8,985 6,518 8,058 11,039 10,758 2,782 860 1992 488 43 1,246 3,184 7,652 7,568 11,453 11,281 11,472 9,000 1,228 1,203 1993 0 0 733 5,547 6,489 7,776 10,550 10,150 12,351 8,152 2,437 0 1994 0 75 1,162 3,601 7,153 7,638 11,999 12,405 13,449 10,767 2,678 0 1995 0 0 251 1,041 5,294 9,889 12,219 17,805 13,756 8,855 1,283 391 1996 2 2 0 40 1,921 7,679 12,393 13,168 12,537 10,556 2,760 0

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


381

Oklahoma Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Oklahoma Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 296,629 281,511 286,917 279,978 298,202 307,083 317,720 325,432 332,591 338,392 353,804 327,277 1991 283,982 278,961 284,515 298,730 313,114 323,305 324,150 328,823 338,810 342,711 317,072 306,300 1992 288,415 280,038 276,287 282,263 290,192 301,262 318,719 326,705 339,394 346,939 330,861 299,990 1993 275,054 253,724 246,989 257,844 277,833 296,860 311,870 325,201 341,207 348,646 330,986 316,146 1994 285,115 259,794 257,148 273,797 298,007 311,154 327,281 340,312 349,174 353,630 350,671 334,502 1995 310,835 297,169 287,302 291,768 308,245 320,842 327,910 326,131 338,685 351,385 343,918 320,269

382

Montana Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Montana Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 293,785 290,491 289,197 288,193 293,815 288,808 290,947 293,015 295,663 296,921 295,421 290,602 1991 289,270 287,858 286,548 286,491 287,718 288,959 290,667 292,107 292,226 290,844 288,112 284,559 1992 281,148 279,325 278,909 279,042 280,038 280,751 281,777 282,543 282,117 280,760 277,412 271,811 1993 266,711 262,291 259,532 257,822 256,665 255,940 257,149 257,450 257,904 257,816 253,710 250,503 1994 246,679 239,940 238,777 237,993 238,931 240,738 242,090 243,176 244,948 245,981 244,275 241,603 1995 238,103 236,109 235,420 236,218 237,498 239,637 242,554 245,760 246,856 246,301 243,255 238,004

383

AGA Western Consuming Region Natural Gas Underground Storage Volume  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) AGA Western Consuming Region Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1994 888,010 816,597 813,746 830,132 876,457 908,444 941,985 966,686 1,002,402 1,021,144 997,644 956,234 1995 902,782 884,830 865,309 860,012 897,991 945,183 975,307 986,131 1,011,948 1,032,357 1,033,363 982,781 1996 896,744 853,207 837,980 849,221 885,715 916,778 929,559 928,785 946,748 949,983 939,649 899,689 1997 833,239 796,139 788,601 801,955 844,880 890,703 923,845 947,277 969,170 980,388 967,286 880,627 1998 828,658 780,476 768,264 773,053 823,311 872,913 900,181 925,287 965,846 1,001,548 1,009,978 953,379

384

Indiana Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Indiana Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 96,943 93,233 91,600 91,945 93,696 95,361 97,632 101,323 105,497 108,028 108,772 105,317 1991 99,409 90,625 87,381 86,706 88,659 89,700 93,022 97,673 102,161 119,470 106,066 101,121 1992 94,379 89,893 85,767 85,259 86,457 88,999 94,154 98,267 103,478 106,422 103,871 100,288 1993 95,109 90,016 87,368 88,414 89,388 91,515 95,971 100,516 104,709 106,058 104,160 101,505 1994 95,846 92,274 90,200 89,473 89,417 91,870 97,002 101,310 105,300 109,518 110,149 107,215 1995 101,661 95,902 93,464 92,724 93,156 94,955 97,862 101,470 106,201 110,610 111,401 106,609

385

Illinois Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Illinois Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 806,109 754,941 721,785 717,863 749,618 782,498 812,054 847,731 881,760 900,526 903,640 870,265 1991 801,635 753,141 727,699 720,275 751,641 781,883 810,535 844,477 877,485 904,206 885,341 851,258 1992 791,129 743,484 716,909 709,150 742,812 774,578 805,097 843,543 878,334 905,597 887,454 844,108 1993 783,875 735,236 710,377 713,214 746,899 779,762 810,546 844,320 882,456 907,957 898,655 854,691 1994 781,826 737,719 723,108 722,735 746,576 776,189 808,832 843,372 880,762 907,622 898,872 866,846 1995 803,422 745,457 721,311 716,886 745,970 774,803 804,912 837,002 868,941 899,868 885,665 841,580

386

Ohio Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Ohio Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 439,384 418,280 409,494 412,498 435,089 454,844 474,266 493,301 510,714 521,774 518,006 489,515 1991 477,781 454,923 439,191 448,258 461,362 490,259 505,168 523,544 538,399 546,343 533,483 506,672 1992 463,200 428,363 392,474 394,514 420,383 452,412 478,259 500,938 516,378 527,568 522,419 491,542 1993 452,510 407,121 368,376 371,641 401,431 433,291 462,741 490,248 515,994 522,961 510,471 470,120 1994 413,475 378,216 361,279 377,103 406,526 438,293 471,603 498,156 519,996 530,505 526,490 498,597 1995 448,479 410,867 391,082 385,953 413,796 445,322 472,162 495,448 513,913 522,766 498,715 455,782

387

Kansas Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Kansas Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 245,145 234,971 229,066 227,002 227,589 232,695 244,279 256,395 272,036 278,715 307,106 283,959 1991 247,980 246,067 240,702 238,606 244,878 254,222 257,114 260,728 271,373 282,551 273,225 274,836 1992 267,254 254,115 244,632 239,589 241,818 244,415 248,599 260,231 270,362 273,183 262,414 247,855 1993 229,148 213,533 208,832 213,112 235,850 247,585 253,023 261,780 276,136 278,233 268,816 259,719 1994 243,371 229,217 228,379 229,034 240,066 245,355 256,229 268,820 278,655 283,143 276,402 266,198 1995 251,176 239,135 228,409 230,202 239,892 252,703 252,472 252,461 269,034 280,066 272,406 255,483

388

Kentucky Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Kentucky Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 167,899 166,624 167,576 172,320 177,680 185,467 192,473 199,674 202,983 198,545 192,581 1991 183,697 180,169 176,535 181,119 183,491 186,795 192,143 195,330 198,776 198,351 191,831 189,130 1992 189,866 188,587 183,694 182,008 180,781 182,342 185,893 187,501 191,689 202,391 200,871 197,857 1993 192,736 181,774 172,140 171,465 177,888 185,725 193,275 198,075 204,437 205,524 199,683 188,970 1994 170,283 157,974 153,378 158,141 167,847 177,200 186,856 193,717 197,308 200,665 200,993 192,700 1995 179,376 166,756 162,223 165,687 178,354 185,982 192,799 196,645 203,357 205,882 196,585 185,704

389

Salt Producing Region Natural Gas Working Underground Storage (Billion  

Gasoline and Diesel Fuel Update (EIA)

Salt Producing Region Natural Gas Working Underground Storage (Billion Cubic Feet) Salt Producing Region Natural Gas Working Underground Storage (Billion Cubic Feet) Salt Producing Region Natural Gas Working Underground Storage (Billion Cubic Feet) Year-Month Week 1 Week 2 Week 3 Week 4 Week 5 End Date Value End Date Value End Date Value End Date Value End Date Value 2006-Dec 12/29 101 2007-Jan 01/05 109 01/12 107 01/19 96 01/26 91 2007-Feb 02/02 78 02/09 63 02/16 52 02/23 54 2007-Mar 03/02 59 03/09 58 03/16 64 03/23 70 03/30 78 2007-Apr 04/06 81 04/13 80 04/20 80 04/27 83 2007-May 05/04 85 05/11 88 05/18 92 05/25 97 2007-Jun 06/01 100 06/08 101 06/15 102 06/22 102 06/29 102

390

AGA Eastern Consuming Region Natural Gas Injections into Underground  

Gasoline and Diesel Fuel Update (EIA)

Gas Injections into Underground Storage (Million Cubic Feet) Gas Injections into Underground Storage (Million Cubic Feet) AGA Eastern Consuming Region Natural Gas Injections into Underground Storage (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1994 7,862 17,834 34,190 160,946 247,849 262,039 269,285 244,910 208,853 134,234 47,094 16,471 1995 13,614 4,932 36,048 85,712 223,991 260,731 242,718 212,493 214,385 160,007 37,788 12,190 1996 12,276 39,022 32,753 130,232 233,717 285,798 303,416 270,223 247,897 166,356 39,330 28,875 1997 16,058 14,620 25,278 93,501 207,338 258,086 250,776 252,129 233,730 152,913 53,097 10,338 1998 21,908 13,334 48,068 139,412 254,837 234,427 234,269 207,026 178,129 144,203 52,518 28,342

391

Lower 48 States Natural Gas Working Underground Storage (Billion Cubic  

Gasoline and Diesel Fuel Update (EIA)

Lower 48 States Natural Gas Working Underground Storage (Billion Cubic Feet) Lower 48 States Natural Gas Working Underground Storage (Billion Cubic Feet) Lower 48 States Natural Gas Working Underground Storage (Billion Cubic Feet) Year-Month Week 1 Week 2 Week 3 Week 4 Week 5 End Date Value End Date Value End Date Value End Date Value End Date Value 1993-Dec 12/31 2,322 1994-Jan 01/07 2,186 01/14 2,019 01/21 1,782 01/28 1,662 1994-Feb 02/04 1,470 02/11 1,303 02/18 1,203 02/25 1,149 1994-Mar 03/04 1,015 03/11 1,004 03/18 952 03/25 965 1994-Apr 04/01 953 04/08 969 04/15 1,005 04/22 1,085 04/29 1,161 1994-May 05/06 1,237 05/13 1,325 05/20 1,403 05/27 1,494

392

Mississippi Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Mississippi Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 79,285 79,603 80,373 85,161 89,985 93,156 99,475 104,348 108,323 111,705 112,191 106,545 1991 91,368 86,763 86,679 92,641 96,297 98,701 100,991 103,104 108,211 112,270 104,184 98,741 1992 89,008 87,873 85,498 85,665 89,979 94,898 99,555 100,116 106,504 107,770 107,015 100,433 1993 94,466 86,908 80,802 83,305 90,316 94,786 99,933 103,264 109,076 109,790 108,869 101,774 1994 92,881 89,305 92,689 97,058 101,796 102,770 109,298 114,566 116,697 120,326 121,207 115,933 1995 107,126 102,620 98,569 103,285 110,250 111,888 116,039 116,791 123,081 125,717 116,280 109,906

393

Texas Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Texas Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 456,385 449,625 443,662 508,009 518,658 531,197 544,212 538,450 539,191 556,768 562,961 526,092 1991 444,671 436,508 436,440 453,634 468,302 487,953 491,758 497,878 513,315 517,099 502,004 486,831 1992 455,054 440,895 435,515 438,408 456,948 469,532 491,515 508,950 511,787 516,598 496,232 459,458 1993 414,216 388,921 376,731 396,804 423,544 444,755 453,961 466,560 450,853 457,581 445,059 431,719 1994 381,924 342,046 350,039 374,226 407,219 419,997 446,215 462,725 485,146 495,417 500,640 478,036 1995 465,108 443,908 434,564 455,756 479,313 497,829 498,982 490,940 510,646 520,173 509,944 463,202

394

Colorado Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Colorado Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 66,554 61,757 56,567 52,684 52,375 56,614 62,829 68,028 73,035 74,259 80,053 1991 71,524 69,768 62,807 61,367 62,448 66,425 70,705 75,800 80,506 82,065 83,134 82,145 1992 78,319 74,888 68,199 64,030 63,685 65,682 69,830 76,095 82,007 84,134 81,041 78,303 1993 73,838 68,733 66,224 62,799 65,511 70,157 73,322 77,155 81,457 81,981 79,475 78,303 1994 72,798 67,880 65,147 60,034 65,538 67,050 71,639 76,943 82,093 82,347 80,736 77,356 1995 73,047 69,545 64,567 59,852 62,142 70,945 73,047 77,326 80,150 81,357 82,831 77,475

395

Maryland Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Maryland Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 50,980 47,820 48,924 49,656 52,214 53,271 55,370 58,030 60,465 61,702 59,577 58,586 1991 55,450 52,159 50,537 51,458 52,941 54,594 55,998 58,233 60,342 61,017 61,304 61,207 1992 56,350 51,413 48,752 47,855 51,162 53,850 55,670 58,057 60,123 61,373 61,882 59,775 1993 56,503 52,155 50,240 49,746 51,939 53,114 54,206 55,924 58,423 61,103 61,504 58,605 1994 52,059 49,590 50,127 51,375 53,420 54,885 56,985 58,443 59,992 61,761 60,987 59,854 1995 57,642 53,398 53,293 53,049 55,049 57,080 56,891 58,074 60,121 61,273 60,740 57,798

396

Arkansas Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Arkansas Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 27,878 27,848 27,810 27,846 27,946 28,419 28,946 29,427 29,707 29,734 29,656 29,429 1991 27,498 27,132 26,811 26,616 26,747 27,086 27,573 27,587 27,587 27,587 26,958 26,294 1992 25,642 25,124 24,681 24,523 24,507 25,016 25,868 26,532 26,966 26,770 26,404 25,781 1993 25,148 24,276 23,798 23,676 22,852 22,866 22,856 22,856 22,856 22,731 22,096 21,239 1994 19,771 18,729 17,426 17,116 17,647 18,199 18,762 19,566 19,776 19,712 19,354 18,757 1995 17,752 16,999 16,460 16,330 16,541 17,854 19,348 20,738 20,895 20,815 20,197 18,048

397

Pennsylvania Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Pennsylvania Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 516,257 477,783 453,124 462,399 511,406 619,401 671,431 711,942 717,828 719,002 665,421 1991 543,808 501,265 471,608 482,628 527,550 545,866 569,927 607,093 651,148 669,612 658,358 627,857 1992 559,416 497,895 441,187 445,158 485,227 535,829 579,713 622,943 665,414 690,920 692,280 650,707 1993 580,189 479,149 417,953 444,095 494,680 547,289 592,762 632,195 680,452 695,718 689,050 639,761 1994 532,216 455,494 434,081 475,107 527,242 583,595 634,007 677,221 700,758 716,066 696,721 656,431 1995 590,100 497,162 469,515 481,690 525,118 578,640 611,291 648,080 695,988 713,882 669,744 594,750

398

Eastern Consuming Region Natural Gas Working Underground Storage (Billion  

Gasoline and Diesel Fuel Update (EIA)

Eastern Consuming Region Natural Gas Working Underground Storage (Billion Cubic Feet) Eastern Consuming Region Natural Gas Working Underground Storage (Billion Cubic Feet) Eastern Consuming Region Natural Gas Working Underground Storage (Billion Cubic Feet) Year-Month Week 1 Week 2 Week 3 Week 4 Week 5 End Date Value End Date Value End Date Value End Date Value End Date Value 1993-Dec 12/31 1,411 1994-Jan 01/07 1,323 01/14 1,199 01/21 1,040 01/28 958 1994-Feb 02/04 838 02/11 728 02/18 665 02/25 627 1994-Mar 03/04 529 03/11 531 03/18 462 03/25 461 1994-Apr 04/01 465 04/08 475 04/15 494 04/22 541 04/29 593 1994-May 05/06 636 05/13 690 05/20 731 05/27 795

399

Louisiana Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Louisiana Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 377,554 379,627 371,519 372,188 379,245 393,418 407,240 421,000 435,705 450,886 459,955 452,883 1991 405,740 373,892 361,085 367,797 387,769 411,591 425,349 435,719 453,303 477,425 464,906 433,184 1992 387,456 358,639 345,049 348,097 369,129 388,728 403,713 413,375 432,171 452,989 447,115 411,919 1993 365,128 321,651 298,841 302,181 340,366 375,731 402,638 430,431 466,345 481,609 468,227 421,634 1994 376,035 357,247 343,892 365,948 400,035 421,714 451,504 474,085 497,428 506,525 502,477 463,847 1995 412,075 372,991 364,320 374,312 392,968 420,738 441,510 442,655 466,060 480,119 455,669 408,882

400

California Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) California Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 369,842 350,519 355,192 376,146 401,513 414,633 418,894 421,696 426,235 440,326 397,785 1991 376,267 376,879 359,926 380,826 407,514 431,831 445,387 448,286 448,383 448,081 441,485 417,177 1992 374,166 357,388 341,665 355,718 382,516 404,547 418,501 431,069 445,438 455,642 446,085 390,868 1993 357,095 337,817 348,097 356,320 385,972 399,994 423,027 433,552 448,573 461,473 446,120 411,943 1994 372,605 328,438 327,546 346,463 374,574 394,821 412,465 421,818 438,754 450,997 434,260 408,636 1995 377,660 373,010 365,068 362,271 388,641 414,650 428,646 426,927 442,131 460,286 462,316 436,346

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401

Tennessee Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Tennessee Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1997 0 0 0 0 0 0 0 0 0 0 0 0 1998 799 683 623 539 539 539 673 807 919 1,022 1,126 1,127 1999 996 872 741 661 658 802 909 985 1,089 1,194 1,251 1,195 2000 1,031 855 792 729 711 711 711 711 711 760 874 959 2001 963 903 830 761 865 978 1,009 1,072 1,118 1,180 938 937 2002 987 988 990 990 965 962 949 945 942 940 852 852 2003 744 634 566 519 554 630 705 800 803 848 848 787 2004 684 633 621 652 685 731 794 849 854 879 867 826 2005 784 704 605 524 483 466 466 466 428 419 413 400

402

Nebraska Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Nebraska Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 82,538 81,491 81,181 82,095 83,472 85,002 83,477 83,923 85,020 84,918 81,317 1991 79,407 78,372 77,653 78,788 81,843 83,985 83,721 83,657 84,562 84,253 83,847 81,475 1992 79,888 78,880 78,837 79,448 81,080 83,708 85,758 86,968 88,154 87,853 85,260 81,824 1993 78,414 76,448 75,412 76,380 79,328 82,649 85,226 87,084 88,593 88,564 86,793 84,418 1994 81,833 79,100 79,242 80,202 82,339 83,239 85,362 85,709 87,835 88,765 88,935 86,932 1995 84,820 83,825 82,895 82,697 83,340 84,206 35,388 35,566 35,950 35,183 33,585 31,992

403

The effect of pipe spacing on marine pipeline scour  

E-Print Network (OSTI)

THE EFFECT OF PIPE SPACING ON MARINE PIPELINE SCOUR A Thesis by JOSEPH HENRY WESTERHORSTMANN Submitted to the Office of Graduate Studies of Texas ARM University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE... December 1988 Major Subject: Ocean Engineering THE EFFECT OF PIPE SPACING ON MARINE PIPELINE SCOUR A Thesis by JOSEPH HENRY WESTERHORSTMANN Approved as to style and content by: r L. Machemehl (Chair of Committee) Robert E. Randall (Member) W yne...

Westerhorstmann, Joseph Henry

2012-06-07T23:59:59.000Z

404

Membrane heat pipe development for space radiator applications  

SciTech Connect

A self-deploying membrane heat pipe (SMHP) is being designed and fabricated to operate in an in-cabin experiment aboard a STS flight. The heat pipe comprises a mylar membrane with a woven fabric arterial wick and R-11 as the working fluid. Preliminary results indicate that this SMHP design will successfully expand and retract in response to an applied heat load; the retraction force is provided by a constant force spring.

Woloshun, K.; Merrigan, M.

1986-01-01T23:59:59.000Z

405

Stability analysis of buried flexible pipes: a biaxial buckling equation  

E-Print Network (OSTI)

STABILITY ANALYSIS OF BURIED FLEXIBLE PIPES: A BIAXIAL BUCKLING EQUATION A Thesis by MELISSA TUYET-MAI CHAU Submitted to the Office of Graduate Studies of Texas AkM University in partial fulfillment of the requirements for the degree... of MASTER OF SCIENCE May 1990 Major Subject: Civil Engineering STABLILITY ANALYSIS OF BURIED FLEXIBLE PIPES: A BIAXIAL BUCKLING EQUATION A Thesis by MELISSA TUYET-MAI CHAU Approved as to style and content by: r. obert L. Lytt n (Chair of Committee...

Chau, Melissa Tuyet-Mai

2012-06-07T23:59:59.000Z

406

Measurements of neutrons produced by high-energy muons at the Boulby Underground Laboratory  

Science Journals Connector (OSTI)

We present the first measurements of the muon-induced neutron flux at the Boulby Underground Laboratory. The experiment was carried out with an 0.73 tonne liquid scintillator that also served as an anticoincidence system for the ZEPLIN-II direct dark matter search. The experimental method exploited the delayed coincidences between high-energy muon signals and gamma-rays from radiative neutron capture on hydrogen or other elements. The muon-induced neutron rate, defined as the average number of detected neutrons per detected muon, was measured as 0.079 ± 0.003 (stat.) neutrons/muon using neutron-capture signals above 0.55 MeV in a time window of 40–190 ?s after the muon trigger. Accurate Monte Carlo simulations of the neutron production, transport and detection in a precisely modeled laboratory and experimental setup using the GEANT4 toolkit gave a result 1.8 times higher than the measured value. The difference greatly exceeds all statistical and systematic uncertainties. As the vast majority of neutrons detected in the current setup were produced in lead we evaluated from our measurements the neutron yield in lead as ( 1.31 ± 0.06 ) × 10 - 3 neutrons/muon/(g/cm2) for a mean muon energy of about 260 GeV.

H.M. Araújo; J. Blockley; C. Bungau; M.J. Carson; H. Chagani; E. Daw; B. Edwards; C. Ghag; E.V. Korolkova; V.A. Kudryavtsev; P.K. Lightfoot; A. Lindote; I. Liubarsky; R. Lüscher; P. Majewski; K. Mavrokoridis; J.E. McMillan; A.St.J. Murphy; S.M. Paling; J. Pinto da Cunha; R.M. Preece; M. Robinson; N.J.T. Smith; P.F. Smith; N.J.C. Spooner; T.J. Sumner; R.J. Walker; H. Wang; J. White

2008-01-01T23:59:59.000Z

407

Measurements of neutrons produced by high-energy muons at the Boulby Underground Laboratory  

E-Print Network (OSTI)

We present the first measurements of the muon-induced neutron flux at the Boulby Underground Laboratory. The experiment was carried out with an 0.73 tonne liquid scintillator that also served as an anticoincidence system for the ZEPLIN-II direct dark matter search. The experimental method exploited the delayed coincidences between high-energy muon signals and gamma-rays from radiative neutron capture on hydrogen or other elements. The muon-induced neutron rate, defined as the average number of detected neutrons per detected muon, was measured as $0.079 \\pm 0.003$ (stat.) neutrons/muon using neutron-capture signals above 0.55 MeV in a time window of 40-190 $\\mu$s after the muon trigger. Accurate Monte Carlo simulations of the neutron production, transport and detection in a precisely modeled laboratory and experimental setup using the GEANT4 toolkit gave a result 1.8 times higher than the measured value. The difference greatly exceeds all statistical and systematic uncertainties. As the vast majority of neutrons detected in the current setup were produced in lead we evaluated from our measurements the neutron yield in lead as $(1.31 \\pm 0.06) \\times 10^{-3}$ neutrons/muon/(g/cm$^2$) for a mean muon energy of about 260 GeV.

H. M. Araujo; J. Blockley; C. Bungau; M. J. Carson; H. Chagani; E. Daw; B. Edwards; C. Ghag; E. V. Korolkova; V. A. Kudryavtsev; P. K. Lightfoot; A. Lindote; I. Liubarsky; R. Luscher; P. Majewski; K. Mavrokoridis; J. E. McMillan; A. St. J. Murphy; S. M. Paling; J. Pinto da Cunha; R. M. Preece; M. Robinson; N. J. T. Smith; P. F. Smith; N. J. C. Spooner; T. J. Sumner; R. J. Walker; H. Wang; J. White

2008-05-20T23:59:59.000Z

408

MHK Technologies/Electric Generating Wave Pipe | Open Energy Information  

Open Energy Info (EERE)

Generating Wave Pipe Generating Wave Pipe < MHK Technologies Jump to: navigation, search << Return to the MHK database homepage Electric Generating Wave Pipe.jpg Technology Profile Primary Organization Able Technologies Technology Resource Click here Wave Technology Type Click here Point Absorber - Submerged Technology Readiness Level Click here TRL 1 3 Discovery Concept Def Early Stage Dev Design Engineering Technology Description The EGWAP incorporates a specially designed environmentally sound hollow noncorroding pipe also known as a tube or container whose total height is from the ocean floor to above the highest wave peak The pipe is anchored securely beneath the ocean floor When the water level in the pipe rises due to wave action a float rises and a counterweight descends This action will empower a main drive gear and other gearings to turn a generator to produce electricity The mechanism also insures that either up or down movement of the float will turn the generator drive gear in the same direction Electrical output of the generator is fed into a transmission cable

409

Decontamination Process of Internal Part Pipes - 13442  

SciTech Connect

The Marcoule Site, created in 1955 is one of the first nuclear sites in France. It combines the activities of the Research Centre of the French Atomic Energy Commission (CEA) and AREVA industrial operations. Today, a large part of the operations on this site consists of the cleaning and the dismantling of nuclear Installations, once the end of their life cycle has been reached. An example can be the reprocessing plant UP1. This unit, started in 1958 has been stopped in 1997 and its dismantling started quickly thereafter. Technical challenges of the UP1 dismantling are mainly linked to a very high risk of exposure due to a large variety of contaminated equipments and residuals of fission products, potential sources of irradiation. The dismantling of Hall 71 is a typical example of such challenge. This paper will present a solution developed by AREVA Clean-Up business unit, in collaboration with COFIM Industry, to remove contamination incrusted inside the pipes before starting the cutting operations, thus reducing irradiation risk. (authors)

Ladet, X.; Sozet, O.; Cabanillas, P.; Macia, G. [STMI, Site de MARCOULE - Batiment 423 - 30204 Bagnols-sur-Ceze (France)] [STMI, Site de MARCOULE - Batiment 423 - 30204 Bagnols-sur-Ceze (France); Moggia, F.; Damerval, F. [STMI, 1 route de la Noue 91196 - Gif-sur-Yvette (France)] [STMI, 1 route de la Noue 91196 - Gif-sur-Yvette (France)

2013-07-01T23:59:59.000Z

410

Particle transport in turbulent curved pipe flow  

E-Print Network (OSTI)

Direct numerical simulations (DNS) of particle-laden turbulent flow in straight, mildly curved and strongly bent pipes are performed in which the solid phase is modelled as small heavy spherical particles. The objective is to examine the effect of the curvature on particle transport and accumulation, in particular how the turbophoretic drift of the particles is affected by weak and strong secondary motions of the carrier phase and geometry-induced centrifugal forces. A total of seven populations of dilute particles with different Stokes numbers, one-way coupled with their carrier phase, are simulated. Even a slight non-zero curvature in the flow configuration shows a strong impact on the particle dynamics. Near-wall helicoidal particle streaks are observed in the curved configurations with their inclination varying with the strength of the secondary motion of the carrier phase. A reflection layer, as previously observed in particle laden turbulent S-shaped channels, is also apparent in the strongly curved pip...

Noorani, Azad; Brandt, Luca; Schlatter, Philipp

2015-01-01T23:59:59.000Z

411

GOING UNDERGROUND IN FINLAND: DESIGN OF ONKALO IN PROGRESS  

SciTech Connect

The long-term program aimed at selection of a site for a deep repository was initiated in Finland in 1983. This program has come to end in 2001 and a new phase aimed at implementation of the geological disposal of spent fuel has been started. In this new phase the first milestone is the application for a construction license for the disposal facility around 2010. To fulfill the needs for detailed design of the disposal system, an underground rock characterization facility (URCF) will be constructed at the representative depth at Olkiluoto. The excavation of this facility will start the work for underground characterization, testing and demonstration, which is planned to be a continuous activity throughout the whole life cycle of the deep repository. The overall objectives for the underground site characterization are (1) verification of the present conclusions on site suitability, (2) definition and identification of suitable rock volumes for repository space and (3) characterization of planned host rock for detailed design, safety assessment and construction planning. The objective for verification aims at assessing that the Olkiluoto site meets the basic criteria for long-term safety and as well the basic requirements for construction and thus justifies the site selection. The two other main objectives are closely related to design of the repository and assessing the long-term safety of the site-specific disposal system. The most important objective of ONKALO should allow an in-depth investigation of the geological environment and to provide the opportunity to allow validation of models at more appropriate scales and conditions than can be achieved from the surface. In some areas, such as in demonstrating operational safety, in acquiring geological information at a repository scale and in constructional and operational feasibility, the ONKALO will provide the only reliable source of in situ data. The depth range envisaged for URCF called ONKALO is between 400 and 600 m. The location and underground geometry of access ramp is of significance. Development of ONKALO will begin in 2003 and it consists of surface facilities, access ramp and vertical shaft to the depth of 500 meters and characterization and demonstration facilities. Total volume of the ONKALO underground facilities is approximately 250 000 m3. The development will be completed around 2010. The reconciliation of construction and investigations plays an important role through the project. Other major issues will be the management of groundwater conditions, workplace safety and documentation of the work.

Dikds, T.; Ikonen, A.; Niiranen, S.; Hansen, J.

2003-02-27T23:59:59.000Z

412

Use of the Modified Light Duty Utility Arm to Perform Nuclear Waste Cleanup of Underground Waste Storage Tanks at Oak Ridge National Laboratory  

SciTech Connect

The Modified Light Duty Utility Arm (MLDUA) is a selectable seven or eight degree-of-freedom robot arm with a 16.5 ft (5.03 m) reach and a payload capacity of 200 lb. (90.72 kg). The utility arm is controlled in either joystick-based telerobotic mode or auto sequence robotics mode. The MLDUA deployment system deploys the utility arm vertically into underground radioactive waste storage tanks located at Oak Ridge National Laboratory. These tanks are constructed of gunite material and consist of two 25 ft (7.62 m) diameter tanks in the North Tank Farm and six 50 ft (15.24 m) diameter tanks in the South Tank Farm. After deployment inside a tank, the utility arm reaches and grasps the confined sluicing end effecter (CSEE) which is attached to the hose management arm (HMA). The utility arm positions the CSEE within the tank to allow the HMA to sluice the tank's liquid and solid waste from the tank. The MLDUA is used to deploy the characterization end effecter (CEE) and gunite scarifying end effecter (GSEE) into the tank. The CEE is used to survey the tank wall's radiation levels and the physical condition of the walls. The GSEE is used to scarify the tank walls with high-pressure water to remove the wall scale buildup and a thin layer of gunite which reduces the radioactive contamination that is embedded into the gunite walls. The MLDUA is also used to support waste sampling and wall core-sampling operations. Other tools that have been developed for use by the MLDUA include a pipe-plugging end effecter, pipe-cutting end effecter, and pipe-cleaning end effecter. Washington University developed advance robotics path control algorithms for use in the tanks. The MLDUA was first deployed in June 1997 and has operated continuously since then. Operational experience in the first four tanks remediated is presented in this paper.

Blank, J.A.; Burks, B.L.; DePew, R.E.; Falter, D.D.; Glassell, R.L.; Glover, W.H.; Killough, S.M.; Lloyd, P.D.; Love, L.J.; Randolph, J.D.; Van Hoesen, S.D.; Vesco, D.P.

1999-04-01T23:59:59.000Z

413

Revitalized Board Lays Out New Path amid EM's Recent Underground Tank  

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

Revitalized Board Lays Out New Path amid EM's Recent Underground Revitalized Board Lays Out New Path amid EM's Recent Underground Tank Waste Successes Revitalized Board Lays Out New Path amid EM's Recent Underground Tank Waste Successes August 20, 2012 - 12:00pm Addthis Cement trucks transport a specially formulated grout that is pumped into two underground waste tanks at the Savannah River Site as part of work to close the massive structures. Cement trucks transport a specially formulated grout that is pumped into two underground waste tanks at the Savannah River Site as part of work to close the massive structures. A view of the interior of the Integrated Waste Treatment Unit at the Idaho site. A view of the interior of the Integrated Waste Treatment Unit at the Idaho site. Cement trucks transport a specially formulated grout that is pumped into two underground waste tanks at the Savannah River Site as part of work to close the massive structures.

414

GRR/Elements/14-CA-c.12 - Does the DOGGR Approve the Underground Injection  

Open Energy Info (EERE)

- Does the DOGGR Approve the Underground Injection - Does the DOGGR Approve the Underground Injection Project < GRR‎ | Elements Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections 14-CA-c.12 - Does the DOGGR Approve the Underground Injection Project After the end of the comment period and after reviewing any proposed revisions furnished by the Regional Board, the State Board decides whether to approve the Underground Injection Project. Logic Chain No Parents \V/ GRR/Elements/14-CA-c.12 - Does the DOGGR Approve the Underground Injection Project (this page) \V/ No Dependents Under Development Add.png Add an Element Retrieved from "http://en.openei.org/w/index.php?title=GRR/Elements/14-CA-c.12_-_Does_the_DOGGR_Approve_the_Underground_Injection_Project&oldid=539630

415

GRR/Section 14-WA-c - Underground Injection Control Permit | Open Energy  

Open Energy Info (EERE)

GRR/Section 14-WA-c - Underground Injection Control Permit GRR/Section 14-WA-c - Underground Injection Control Permit < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 14-WA-c - Underground Injection Control Permit 14-WA-c - Underground Injection Control Permit.pdf Click to View Fullscreen Contact Agencies Washington State Department of Ecology Regulations & Policies Chapter 173-218 WAC Non-endangerment Standard Triggers None specified The Safe Drinking Water Act requires Washington to implement technical criteria and standards to protect underground sources of drinking water from contamination. Under Chapter 173-218 WAC, the Washington State Department of Ecology (WSDE) regulates and permits underground injection control (UIC) wells in Washington. The Environmental Protection Agency

416

GRR/Section 18-WA-a - Underground Storage Tank Process | Open Energy  

Open Energy Info (EERE)

GRR/Section 18-WA-a - Underground Storage Tank Process GRR/Section 18-WA-a - Underground Storage Tank Process < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 18-WA-a - Underground Storage Tank Process 18-WA-a - Underground Storage Tank Process.pdf Click to View Fullscreen Contact Agencies Washington State Department of Ecology Regulations & Policies Revised Code of Washington Chapter 90.76 Washington Administrative Code Chapter 173-360 Triggers None specified Washington has a federally-approved state Underground Storage Tank (UST) program regulated by the Washington State Department of Ecology (WSDE) under Revised Code of Washington Chapter 90.76 and Washington Administrative Code Chapter 173-360. Washington defines an "Underground

417

GRR/Section 18-OR-a - State Underground Storage Tank | Open Energy  

Open Energy Info (EERE)

GRR/Section 18-OR-a - State Underground Storage Tank GRR/Section 18-OR-a - State Underground Storage Tank < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 18-OR-a - State Underground Storage Tank 18ORAStateUndergroundStorageTank (1).pdf Click to View Fullscreen Contact Agencies Oregon Department of Environmental Quality Regulations & Policies OAR 340-150: Underground Storage Tank Rules Triggers None specified Click "Edit With Form" above to add content 18ORAStateUndergroundStorageTank (1).pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative _ 18-OR-a.1 - Application for General Permit Registration Certificate, EPA

418

Results from dynamic tests and analyses of a medium diameter LMFBR piping system  

SciTech Connect

This paper presents results and observations from dynamic tests and analyses performed on a 0.20 m (8 in.) diameter, thin walled piping system. The piping system is a scaled representation of a Liquid Metal Fast Breeder Reactor (LMFBR) large diameter piping loop. Prototypic piping restraints were employed, including mechanical snubbers, rigid struts, pipe hangers and non-integral pipe clamps. Snapback, sine-sweep and seismic tests were performed for various restraint configurations and piping conditions. The test results are compared to analytical predictions for verification of the methods and models used in the seismic design of LMFBR piping systems. Test program conclusions and general recommendations for piping seismic analyses are presented along with a discussion of test and analysis results.

Schott, G.A.; Heberling, C.F.; Hulbert, G.M.

1984-06-01T23:59:59.000Z

419

Results from dynamic tests and analyses of a medium diameter LMFBR piping system  

SciTech Connect

This paper presents results and observations from dynamic tests and analyses performed on an 8-in. (0.20-m) diameter, thin-walled piping system. The piping system is a scaled representation of a Liquid Metal Fast Breeder Reactor (LMFBR) large diameter piping loop. Prototypic piping restraints were employed, including mechanical snubbers, rigid struts, pipe hangers and nonintegral pipe clamps. Snapback, sine-sweep and seismic tests were performed for various restraint configurations and piping conditions. The test results are compared to analytical predictions for verification of the methods and models used in the seismic design of LMFBR piping systems. Test program conclusions and general recommendations for piping seismic analyses are presented along with a discussion of test and analysis results.

Schott, G.A.; Hulbert, G.M.; Heberling, C.F. II

1986-08-01T23:59:59.000Z

420

E-Print Network 3.0 - aging underground reinforced Sample Search...  

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

University Summary: -Infrastructure Developments in Southeast Asia: Case Study of Thailand Underground Suchatvee Suwansawat Dean of Engineering... is the second phase...

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


421

Site Characterization, Sustainability Evaluation and Life Cycle Emissions Assessment of Underground Coal Gasification.  

E-Print Network (OSTI)

??Underground Coal Gasification (UCG), although not a new concept, is now attracting considerable global attention as a viable process to provide a âcleanâ and economic… (more)

Hyder, Zeshan

2012-01-01T23:59:59.000Z

422

You've got that Sinking Feeling: Measuring Subsidence above Abandoned Underground Mines in Ohio, USA.  

E-Print Network (OSTI)

??As a result of more than 200 years of underground coal mining, many urbanized areas throughout Ohio, USA, are susceptible to land subsidence. Approximately 6,000… (more)

Siemer, Kyle W

2013-01-01T23:59:59.000Z

423

A system with a tracking concentrating heliostat for lighting underground spaces with beams of sunlight  

Science Journals Connector (OSTI)

The results of the introduction of a solar-power installation for lighting and creating light effects in an underground room using mirror-concentrating systems are described.

Zh. Z. Akhadov; A. A. Abdurakhmanov; Yu. B. Sobirov; Sh. R. Kholov…

2014-04-01T23:59:59.000Z

424

Electromagnetic full wave modal analysis of frequency-dependent underground cables.  

E-Print Network (OSTI)

??In this thesis, a new method has been proposed for calculating the frequencydependent parameters of underground cables. The method uses full wave formulation for calculating… (more)

Habib, Md. Shahnoor

2011-01-01T23:59:59.000Z

425

Alabama Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Alabama Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1995 1,379 1,377 1,113 1,113 1,140 1,182 1,218 1,436 2,028 1,955 1,766 1,365 1996 1,311 1,014 852 1,006 1,373 2,042 2,247 2,641 3,081 3,198 3,069 2,309 1997 1,778 1,594 1,619 1,749 2,020 2,113 2,156 2,443 2,705 2,956 2,713 2,713 1998 1,963 1,775 1,527 1,772 1,917 2,540 2,531 2,730 2,329 2,942 2,943 2,805 1999 1,992 1,878 1,566 1,703 2,173 2,383 2,618 2,699 3,101 3,024 3,158 2,969 2000 2,055 2,053 2,368 2,302 2,392 2,999 3,080 3,080 2,970 2,828 2,624 2,539 2001 2,210 2,451 1,847 2,041 1,997 2,574 2,728 2,841 2,859 2,739 5,527 5,538

426

Michigan Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Michigan Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 706,889 648,325 624,515 616,656 665,124 729,161 807,726 878,119 930,596 949,922 938,864 867,940 1991 743,402 679,102 654,930 682,092 729,387 786,753 845,224 891,823 911,554 952,843 894,499 818,602 1992 733,877 658,347 592,859 592,608 637,515 705,740 780,590 849,043 917,537 946,090 899,631 810,348 1993 710,139 607,908 543,589 559,454 637,732 723,706 807,040 889,450 955,444 989,143 937,100 847,136 1994 702,694 613,074 582,416 623,584 696,448 770,914 845,328 922,211 987,829 1,019,096 999,421 936,290 1995 830,235 717,515 666,164 665,004 718,094 783,569 857,995 914,295 966,578 998,665 931,432 813,622

427

West Virginia Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) West Virginia Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 406,358 395,084 390,792 397,000 415,841 433,111 451,251 467,272 480,567 484,278 484,868 464,807 1991 434,160 413,996 410,940 418,771 433,924 450,027 464,274 474,984 483,421 487,004 475,927 453,446 1992 423,942 396,889 367,681 369,328 393,606 411,353 433,399 452,065 465,496 478,316 472,378 449,402 1993 417,527 374,171 344,142 349,414 388,771 415,925 435,814 454,993 475,298 482,458 468,770 435,687 1994 379,825 347,246 330,957 352,059 377,614 406,195 433,763 456,009 476,854 482,830 475,145 450,055 1995 406,251 364,959 352,876 358,628 383,018 407,328 422,458 431,357 449,075 463,546 440,460 401,144

428

AGA Western Consuming Region Natural Gas Underground Storage Withdrawals  

Gasoline and Diesel Fuel Update (EIA)

Gas Underground Storage Withdrawals (Million Cubic Feet) Gas Underground Storage Withdrawals (Million Cubic Feet) AGA Western Consuming Region Natural Gas Underground Storage Withdrawals (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1994 58,880 70,469 16,774 11,878 2,078 1,522 2,158 2,524 1,024 3,314 29,483 47,719 1995 56,732 27,801 27,857 15,789 4,280 2,252 3,265 11,858 5,401 6,025 14,354 53,469 1996 89,320 52,624 24,847 9,346 4,785 4,298 12,886 21,661 6,866 14,578 24,096 48,438 1997 73,240 41,906 22,756 15,182 4,297 3,613 5,381 8,030 7,770 12,343 22,625 88,975 1998 54,800 50,704 27,864 16,746 3,265 2,619 6,278 6,049 5,822 4,599 14,013 62,377 1999 54,762 45,467 35,081 31,196 7,773 3,792 4,982 14,342 6,642 10,488 15,128 54,531

429

AGA Western Consuming Region Natural Gas Injections into Underground  

Gasoline and Diesel Fuel Update (EIA)

Gas Injections into Underground Storage (Million Cubic Feet) Gas Injections into Underground Storage (Million Cubic Feet) AGA Western Consuming Region Natural Gas Injections into Underground Storage (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1994 2,449 542 13,722 29,089 48,055 33,801 35,146 27,858 45,903 22,113 5,766 6,401 1995 2,960 9,426 8,840 10,680 42,987 47,386 37,349 22,868 31,053 25,873 15,711 3,003 1996 2,819 8,696 9,595 20,495 41,216 36,086 25,987 20,787 24,773 17,795 13,530 9,122 1997 6,982 4,857 15,669 28,479 47,040 49,438 38,542 31,080 29,596 23,973 10,066 1,975 1998 5,540 1,847 14,429 21,380 49,816 48,423 30,073 34,243 31,710 34,744 26,456 6,404 1999 4,224 3,523 10,670 17,950 41,790 42,989 40,381 26,942 30,741 20,876 18,806 4,642

430

Virginia Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Virginia Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1997 0 0 0 0 0 0 0 0 0 0 0 0 1998 3,654 3,215 2,903 3,108 3,416 3,720 3,906 4,241 4,507 4,731 4,691 4,330 1999 4,004 3,548 3,215 3,397 3,666 3,872 4,078 4,280 4,691 4,792 4,599 4,118 2000 3,398 3,283 3,289 3,456 3,735 3,941 4,160 4,366 4,357 4,785 4,434 3,720 2001 3,183 3,135 2,844 3,275 3,788 4,180 4,424 4,728 4,988 5,013 5,073 4,875 2002 4,401 3,728 3,339 3,462 4,014 4,285 4,568 4,709 5,017 5,225 4,945 4,451 2003 3,429 2,933 2,754 3,047 3,494 3,969 4,381 5,469 6,083 6,035 6,003 5,458 2004 4,324 3,958 3,647 3,806 4,539 4,866 5,121 5,915 6,379 7,223 7,191 6,185

431

Oregon Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Oregon Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 6,996 5,657 4,959 6,140 7,648 8,892 9,656 10,292 10,664 10,853 10,808 10,057 1991 8,982 8,017 6,250 5,271 5,985 7,539 8,997 10,089 10,763 11,102 11,125 10,638 1992 9,070 7,530 5,944 5,502 7,074 8,614 9,809 10,819 11,272 11,445 10,346 9,766 1993 7,848 6,452 5,724 5,298 6,942 8,240 9,421 10,463 11,041 11,531 10,800 9,697 1994 8,436 7,309 6,364 5,544 6,754 8,253 9,449 10,524 11,208 11,462 11,025 10,388 1995 8,710 8,325 7,885 8,752 9,932 10,965 11,661 11,661 12,147 12,147 12,090 11,268 1996 10,016 9,076 8,424 8,293 9,015 10,188 11,321 11,758 11,862 11,655 11,103 9,863

432

AGA Producing Region Natural Gas Underground Storage Withdrawals (Million  

Gasoline and Diesel Fuel Update (EIA)

Gas Underground Storage Withdrawals (Million Cubic Feet) Gas Underground Storage Withdrawals (Million Cubic Feet) AGA Producing Region Natural Gas Underground Storage Withdrawals (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1994 201,567 147,250 61,339 23,149 9,789 29,178 13,371 19,352 10,151 24,102 52,809 137,962 1995 166,242 120,089 100,955 31,916 17,279 19,712 35,082 62,364 16,966 33,762 102,735 181,097 1996 223,932 157,642 141,292 36,788 27,665 26,393 32,861 27,599 20,226 34,000 116,431 142,519 1997 204,601 103,715 43,894 54,285 24,898 34,122 65,631 42,757 30,579 32,257 113,422 180,582 1998 143,042 69,667 97,322 25,555 30,394 38,537 33,314 37,034 51,903 17,812 60,078 168,445 1999 189,816 77,848 104,690 44,930 22,829 26,085 58,109 60,549 25,888 43,790 66,980 165,046

433

AGA Eastern Consuming Region Natural Gas Underground Storage Withdrawals  

Gasoline and Diesel Fuel Update (EIA)

Gas Underground Storage Withdrawals (Million Cubic Feet) Gas Underground Storage Withdrawals (Million Cubic Feet) AGA Eastern Consuming Region Natural Gas Underground Storage Withdrawals (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1994 530,741 349,007 159,102 30,353 9,093 4,218 8,493 5,462 6,537 22,750 119,120 256,340 1995 419,951 414,116 196,271 76,470 8,845 14,449 13,084 9,496 3,715 25,875 247,765 398,851 1996 435,980 333,314 236,872 66,149 12,958 4,261 2,804 5,141 5,152 24,515 213,277 269,811 1997 474,777 267,717 218,640 76,956 11,974 4,401 7,277 5,503 5,269 39,662 165,807 309,399 1998 339,858 244,813 256,560 37,278 8,764 11,317 14,830 15,207 16,026 23,854 94,110 287,801 1999 437,182 261,305 244,041 43,642 13,904 11,738 17,499 14,984 9,984 37,822 122,731 385,958

434

AGA Producing Region Natural Gas Injections into Underground Storage  

Gasoline and Diesel Fuel Update (EIA)

Gas Injections into Underground Storage (Million Cubic Feet) Gas Injections into Underground Storage (Million Cubic Feet) AGA Producing Region Natural Gas Injections into Underground Storage (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1994 20,366 29,330 55,297 93,538 129,284 83,943 104,001 98,054 88,961 65,486 49,635 27,285 1995 24,645 25,960 57,833 78,043 101,019 100,926 77,411 54,611 94,759 84,671 40,182 33,836 1996 34,389 48,922 38,040 76,100 98,243 88,202 88,653 109,284 125,616 91,618 37,375 48,353 1997 45,327 35,394 89,625 83,137 107,821 99,742 71,360 95,278 116,634 117,497 49,750 33,170 1998 41,880 59,324 73,582 119,021 128,323 96,261 107,136 94,705 87,920 129,117 58,026 47,924 1999 35,830 50,772 49,673 80,879 110,064 100,132 72,348 67,286 103,587 79,714 66,465 32,984

435

New Mexico Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) New Mexico Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 32,289 31,416 31,096 32,921 25,403 33,699 37,281 40,474 42,033 45,200 46,210 43,675 1991 40,230 38,226 36,059 39,127 42,052 45,061 46,102 44,144 46,786 46,696 46,457 47,414 1992 45,395 44,683 43,948 42,349 42,253 42,795 40,695 42,640 43,838 46,401 45,364 45,776 1993 43,130 38,966 38,843 35,916 38,621 39,842 40,111 37,793 38,782 40,310 37,597 37,680 1994 34,718 33,061 33,341 31,698 33,727 34,304 34,155 34,287 38,474 40,591 40,040 39,500 1995 37,356 37,353 37,790 38,013 39,236 40,341 40,358 39,269 39,788 39,823 38,746 37,256

436

AGA Eastern Consuming Region Natural Gas Underground Storage Volume  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) AGA Eastern Consuming Region Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1994 3,605,263 3,281,694 3,164,033 3,297,696 3,531,074 3,786,195 4,043,225 4,279,875 4,477,279 4,588,167 4,522,088 4,292,649 1995 3,905,789 3,514,201 3,360,765 3,369,823 3,576,559 3,812,014 3,968,751 4,159,006 4,362,855 4,483,271 4,279,539 3,905,710 1996 3,483,209 3,190,123 2,987,233 3,052,606 3,272,105 3,557,334 3,859,973 4,122,060 4,364,848 4,508,821 4,334,814 4,094,033 1997 3,630,708 3,381,047 3,190,271 3,205,661 3,398,322 3,660,850 3,905,985 4,151,456 4,379,374 4,493,802 4,383,068 4,084,339 1998 3,774,740 3,544,699 3,335,505 3,436,983 3,680,419 3,909,517 4,166,130 4,309,452 4,461,762 4,580,963 4,542,742 4,295,021

437

Minnesota Natural Gas Underground Storage Volume (Million Cubic Feet)  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) Minnesota Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 6,363 5,796 5,866 6,343 6,672 6,784 6,916 6,964 7,025 7,052 7,050 6,662 1991 6,206 5,968 5,862 6,017 6,274 6,586 6,878 6,869 6,962 6,928 6,846 6,789 1992 6,341 6,211 5,883 5,675 6,064 6,371 6,668 6,848 6,974 6,970 6,962 6,759 1993 6,363 5,945 5,527 5,479 5,796 6,140 6,549 6,678 6,916 6,999 6,923 6,612 1994 6,085 5,890 5,700 5,543 5,892 6,265 6,634 6,836 6,985 6,983 6,979 6,907 1995 6,394 5,917 5,660 5,613 5,944 6,207 6,513 6,744 6,985 6,991 6,988 6,733 1996 5,952 5,692 5,470 5,558 5,924 6,219 6,506 6,716 6,918 6,951 6,920 6,693

438

AGA Producing Region Natural Gas Underground Storage Volume (Million Cubic  

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

Underground Storage Volume (Million Cubic Feet) Underground Storage Volume (Million Cubic Feet) AGA Producing Region Natural Gas Underground Storage Volume (Million Cubic Feet) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1994 1,433,462 1,329,400 1,322,914 1,388,877 1,498,496 1,553,493 1,643,445 1,714,361 1,785,350 1,819,344 1,810,791 1,716,773 1995 1,601,428 1,510,175 1,467,414 1,509,666 1,586,445 1,662,195 1,696,619 1,688,515 1,768,189 1,818,098 1,757,160 1,613,046 1996 1,436,765 1,325,994 1,223,139 1,264,513 1,334,894 1,395,779 1,443,970 1,525,797 1,631,006 1,686,652 1,614,154 1,519,539 1997 1,379,108 1,303,888 1,356,678 1,385,616 1,461,221 1,536,339 1,542,480 1,596,011 1,683,987 1,770,002 1,707,810 1,559,636 1998 1,456,136 1,442,993 1,420,644 1,515,050 1,610,474 1,666,304 1,739,745 1,803,097 1,840,984 1,950,772 1,945,897 1,807,163

439

Electron Cloud in Steel Beam Pipe vs Titanium Nitride Coated and Amorphous Carbon Coated Beam Pipes in Fermilab's Main Injector  

SciTech Connect

This paper documents the use of four retarding field analyzers (RFAs) to measure electron cloud signals created in Fermilab’s Main Injector during 120 GeV operations. The first data set was taken from September 11, 2009 to July 4, 2010. This data set is used to compare two different types of beam pipe that were installed in the accelerator. Two RFAs were installed in a normal steel beam pipe like the rest of the Main Injector while another two were installed in a one meter section of beam pipe that was coated on the inside with titanium nitride (TiN). A second data run started on August 23, 2010 and ended on January 10, 2011 when Main Injector beam intensities were reduced thus eliminating the electron cloud. This second run uses the same RFA setup but the TiN coated beam pipe was replaced by a one meter section coated with amorphous carbon (aC). This section of beam pipe was provided by CERN in an effort to better understand how an aC coating will perform over time in an accelerator. The research consists of three basic parts: (a) continuously monitoring the conditioning of the three different types of beam pipe over both time and absorbed electrons (b) measurement of the characteristics of the surrounding magnetic fields in the Main Injector in order to better relate actual data observed in the Main Injector with that of simulations (c) measurement of the energy spectrum of the electron cloud signals using retarding field analyzers in all three types of beam pipe.

Backfish, Michael

2013-04-01T23:59:59.000Z

440

Have You Looked at Your Pipes Lately? | Department of Energy  

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

Have You Looked at Your Pipes Lately? Have You Looked at Your Pipes Lately? Have You Looked at Your Pipes Lately? March 14, 2011 - 1:27pm Addthis Elizabeth Spencer Communicator, National Renewable Energy Laboratory You know, it doesn't matter that some of you are probably already thinking about spring. It doesn't matter that the bulk of winter is over for a lot of you. I'm going to say this anyway, because sometime, someday, it might be useful. Or, well, it might not be if you live in Florida. But for the rest of you, I will repeat this suggestion: Check the insulation on your pipes! You see, early this February we had a nasty bit of weather here in Colorado. One day the low was somewhere near -15°F, and the high was a balmy -2°F. The next day, when it reached a scalding 6-or-so degrees, a pipe in my apartment exploded.

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


441

Fabrication Flaw Density and Distribution in Piping Weldments  

SciTech Connect

The U.S. Nuclear Regulatory Commission supported the Pacific Northwest National Laboratory (PNNL) to develop empirical data on the density and distribution of fabrication flaws in nuclear reactor components. These data are needed to support probabilistic fracture mechanics calculations and studies on component structural integrity. PNNL performed nondestructive examination inspections and destructive testing on archived piping welds to determine the fabrication flaw size and distribution characteristics of the flaws in nuclear power plant piping weldments. Eight different processes and product forms in piping weldments were studied including wrought stainless steel and dissimilar metal weldments. Parametric analysis using an exponential fit was performed on the data. Results were created as a function of the through-wall size of the fabrication flaws as well as the length distribution. The results are compared and contrasted with those developed for reactor pressure vessel processes and product forms. The most significant findings were that the density of fabrication flaws versus through-wall size was higher in piping weldments than that for the reactor pressure vessel weldments, and the density of fabrication flaws versus through-wall size in both reactor pressure vessel weld repairs and piping weldments were greater than the density in the original weldments. Curves showing these distributions are presented.

Doctor, Steven R.

2009-09-01T23:59:59.000Z

442

Time correlations of high energy muons in an underground detector  

E-Print Network (OSTI)

We present the result of a search for correlations in the arrival times of high energy muons collected from 1995 till 2000 with the streamer tube system of the complete MACRO detector at the underground Gran Sasso Lab. Large samples of single muons (8.6 million), double muons (0.46 million) and multiple muons with multiplicities from 3 to 6 (0.08 million) were selected. These samples were used to search for time correlations of cosmic ray particles coming from the whole upper hemisphere or from selected space cones. The results of our analyses confirm with high statistics a random arrival time distribution of high energy cosmic rays.

Y. Becherini; S. Cecchini; T. Chiarusi; M. Cozzi; H. Dekhissi; J. Derkaoui; L. S. Esposito; G. Giacomelli; M. Giorgini; N. Giglietto; F. Maaroufi; G. Mandrioli; A. Margiotta; S. Manzoor; A. Moussa; L. Patrizii; V. Popa; M. Sioli; G. Sirri; M. Spurio; V. Togo

2005-02-12T23:59:59.000Z

443

Cosmic Ray Sun Shadow in Soudan 2 Underground Muon Flux  

E-Print Network (OSTI)

The absorption of cosmic rays by the sun produces a shadow at the earth. The angular offset and broadening of the shadow are determined by the magnitude and structure of the interplanetary magnetic field (IPMF) in the inner solar system. We report the first measurement of the solar cosmic ray shadow by detection of deep underground muon flux in observations made during the entire ten-year interval 1989 to 1998. The sun shadow varies significantly during this time, with a $3.3\\sigma$ shadow observed during the years 1995 to 1998.

Soudan 2 Collaboration

1999-05-24T23:59:59.000Z

444

SUNLAB - The Project of a Polish Underground Laboratory  

SciTech Connect

The project of the first Polish underground laboratory SUNLAB, in the Polkowice-Sieroszowice copper mine, belonging to the KGHM Polska Miedz S.A. holding, is presented. Two stages of the project are foreseen: SUNLAB1 (a small laboratory in the salt layer exhibiting extremely low level of natural radioactivity) and SUNLAB2 (a big laboratory in the anhydrite layer, able to host the next generation liquid argon detector - GLACIER, which is considered within the LAGUNA FP7 project). The results of the natural radioactivity background measurements performed in the Polkowice-Sieroszowice salt cavern are also briefly summarized.

Kisiel, J.; Dorda, J.; Konefall, A.; Mania, S.; Szeglowski, T. [Institute of Physics, University of Silesia, Universytecka 4, 40-007 Katowice (Poland); Budzanowski, M.; Haranczyk, M.; Kozak, K.; Mazur, J.; Mietelski, J. W.; Puchalska, M.; Szarska, M.; Tomankiewicz, E.; Zalewska, A. [Institute of Nuclear Physics PAN, Radzikowskiego 152, Krakow (Poland); Chorowski, M.; Polinski, J. [Wroclaw University of Technology, Wroclaw (Poland); Cygan, S.; Hanzel, S.; Markiewicz, A.; Mertuszka, P. [KGHM CUPRUM CBR, Wroclaw (Poland)

2010-11-24T23:59:59.000Z

445

Method for maximizing shale oil recovery from an underground formation  

DOE Patents (OSTI)

A method for maximizing shale oil recovery from an underground oil shale formation which has previously been processed by in situ retorting such that there is provided in the formation a column of substantially intact oil shale intervening between adjacent spent retorts, which method includes the steps of back filling the spent retorts with an aqueous slurry of spent shale. The slurry is permitted to harden into a cement-like substance which stabilizes the spent retorts. Shale oil is then recovered from the intervening column of intact oil shale by retorting the column in situ, the stabilized spent retorts providing support for the newly developed retorts.

Sisemore, Clyde J. (Livermore, CA)

1980-01-01T23:59:59.000Z

446

Superconducting gravity gradiometers for underground target recognition. Final report  

SciTech Connect

One of the most formidable intelligence challenges existing in the non-proliferation community is the detection of buried targets. The physical parameter that all buried targets share, whether the target is buried armaments, a tunnel or a bunker, is mass. In the case of buried armaments, there is an excess mass (higher density) compared to the surrounding area; for a tunnel or bunker, the mass is missing. In either case, this difference in mass generates a distinct gravitational signature. The Superconducting Gravity Gradiometer project at Sandia worked toward developing an airborne device for the detection of these underground structures.

Adriaans, M.J.

1998-01-01T23:59:59.000Z

447

Coalbed methane production enhancement by underground coal gasification  

SciTech Connect

The sub-surface of the Netherlands is generally underlain by coal-bearing Carboniferous strata at greater depths (at many places over 1,500 m). These coal seams are generally thinner than 3 meter, occur in groups (5--15) within several hundred meters and are often fairly continuous over many square kilometers. In many cases they have endured complex burial history, influencing their methane saturation. In certain particular geological settings, a high, maximum coalbed methane saturation, may be expected. Carboniferous/Permian coals in the Tianjin-region (China) show many similarities concerning geological settings, rank and composition. Economical coalbed methane production at greater depths is often obstructed by the (very) low permeabilities of the coal seams as with increasing depth the deformation of the coal reduces both its macro-porosity (the cleat system) and microporosity. Experiments in abandoned underground mines, as well as after underground coal gasification tests indicate ways to improve the prospects for coalbed methane production in originally tight coal reservoirs. High permeability areas can be created by the application of underground coal gasification of one of the coal seams of a multi-seam cycle with some 200 meter of coal bearing strata. The gasification of one of the coal seams transforms that seam over a certain area into a highly permeable bed, consisting of coal residues, ash and (thermally altered) roof rubble. Additionally, roof collapse and subsidence will destabilize the overburden. In conjunction this will permit a better coalbed methane production from the remaining surrounding parts of the coal seams. Moreover, the effects of subsidence will influence the stress patterns around the gasified seam and this improves the permeability over certain distances in the coal seams above and below. In this paper the effects of the combined underground coal gasification and coalbed methane production technique are regarded for a single injection well. Known geotechnical aspects are combined with results from laboratory experiments on compaction of thermally treated rubble. An axi-symmetric numerical model is used to determine the effects induced by the gasified coal seam. The calculation includes the rubble formation, rubble compaction and induced stress effects in the overlying strata. Subsequently the stress effects are related to changes in coal permeability, based on experimental results of McKee et al.

Hettema, M.H.H.; Wolf, K.H.A.A.; Neumann, B.V.

1997-12-31T23:59:59.000Z

448

Fast ultrasonic imaging in a liquid filled pipe  

SciTech Connect

A new method is described for the imaging of the interior of a liquid filled metallic pipe using acoustical techniques. The experimental system incorporates an array of 20 acoustical transducers and is capable of capturing the images of moving bubbles at a frame rate in excess of 300/s. The transducers are mounted circumferentially around the pipe. Each transducer is pulsed in sequence, and the echoes reflected from vapor bubbles in the interior are detected, digitized and processed by a computer to generate an image. The high rate of speed was achieved by the use of newly developed software and electronic circuitry. This approach has eliminated most of the spurious echo signals which degraded the performance of previous imaging systems. The capability of the method is illustrated by imaging actual vapor bubbles in rapid sequence in the pipe. 13 refs.

Kolbe, W.F.; Turko, B.T.; Leskovar, B.

1985-10-01T23:59:59.000Z

449

Hybrid sodium heat pipe receivers for dish/Stirling systems  

SciTech Connect

The design of a hybrid solar/gas heat pipe receiver for the SBP 9 kW dish/Stirling system using a United Stirling AB V160 Stirling engine and the results of on-sun testing in alternative and parallel mode will be reported. The receiver is designed to transfer a thermal power of 35 kW. The heat pipe operates at around 800 C, working fluid is sodium. Operational options are solar-only, gas augmented and gas-only mode. Also the design of a second generation hybrid heat pipe receiver currently developed under a EU-funded project, based on the experience gained with the first hybrid receiver, will be reported. This receiver is designed for the improved SPB/L. and C.-10 kW dish/Stirling system with the reworked SOLO V161 Stirling engine.

Laing, D.; Reusch, M. [Deutsche Forschungsanstalt fuer Luft- und Raumfahrt e.V., Stuttgart (Germany). Inst. fuer Technische Thermodynamik

1997-12-31T23:59:59.000Z

450

Drill pipe with helical ridge for drilling highly angulated wells  

SciTech Connect

This patent describes a method for drilling a highly angulated wellbore with a rotary rig having a drill string terminated with a bit which method employs drilling fluid. The improvement comprises: employing a length of drill pipe in the highly angulated drill string which has a helical ridge disposed thereabout, wherein the flight of the helical ridge is wound in the same direction as the rotation of the drill string such as to move drill cuttings in a direction from the bit to the surface upon rotation, and wherein the height of the helical ridge above the circumferential surface of the length of the drill pipe is 1 to 15 percent of the diameter of the drill pipe.

Finnegan, J.E.; Williams, J.G.

1991-08-27T23:59:59.000Z

451

HYDROGEN IGNITION MECHANISM FOR EXPLOSIONS IN NUCLEAR FACILITY PIPE SYSTEMS  

SciTech Connect

Hydrogen and oxygen generation due to the radiolysis of water is a recognized hazard in pipe systems used in the nuclear industry, where the accumulation of hydrogen and oxygen at high points in the pipe system is expected, and explosive conditions exist. Pipe ruptures at nuclear facilities were attributed to hydrogen explosions inside pipelines, in nuclear facilities, i.e., Hamaoka, Nuclear Power Station in Japan, and Brunsbuettel in Germany. Prior to these accidents an ignition source for hydrogen was questionable, but these accidents, demonstrated that a mechanism was, in fact, available to initiate combustion and explosion. Hydrogen explosions may occur simultaneously with water hammer accidents in nuclear facilities, and a theoretical mechanism to relate water hammer to hydrogen deflagrations and explosions is presented herein.

Leishear, R

2010-05-02T23:59:59.000Z

452

Underground storage tank 291-D1U1: Closure plan  

SciTech Connect

The 291-D1U1 tank system was installed in 1983 on the north side of Building 291. It supplies diesel fuel to the Building 291 emergency generator and air compressor. The emergency generator and air compressor are located southwest and southeast, respectively, of the tank (see Appendix B, Figure 2). The tank system consists of a single-walled, 2,000- gallon, fiberglass tank and a fuel pump system, fill pipe, vent pipe, electrical conduit, and fuel supply and return piping. The area to be excavated is paved with asphalt and concrete. It is not known whether a concrete anchor pad is associated with this tank. Additionally, this closure plan assumes that the diesel tank is below the fill pad. The emergency generator and air compressor for Building 291 and its associated UST, 291-D1U1, are currently in use. The generator and air compressor will be supplied by a temporary above-ground fuel tank prior to the removal of 291-D1U1. An above-ground fuel tank will be installed as a permanent replacement for 291-D1U1. The system was registered with the State Water Resources Control Board on June 27, 1984, as 291-41D and has subsequently been renamed 291-D1U1. Figure 1 (see Appendix B) shows the location of the 291-D1U1 tank system in relation to the Lawrence Livermore National Laboratory (LLNL). Figure 2 (see Appendix B) shows the 291-D1U1 tank system in relation to Building 291. Figure 3 (see Appendix B) shows a plan view of the 291-D1U1 tank system.

Mancieri, S.; Giuntoli, N.

1993-09-01T23:59:59.000Z

453

Investigation of guided waves propagation in pipe buried in sand  

SciTech Connect

The inspection of pipelines by guided wave testing is a well-established method for the detection of corrosion defects in pipelines, and is currently used routinely in a variety of industries, e.g. petrochemical and energy. When the method is applied to pipes buried in soil, test ranges tend to be significantly compromised because of attenuation of the waves caused by energy radiating into the soil. Moreover, the variability of soil conditions dictates different attenuation characteristics, which in-turn results in different, unpredictable, test ranges. We investigate experimentally the propagation and attenuation characteristics of guided waves in pipes buried in fine sand using a well characterized full scale experimental apparatus. The apparatus consists of an 8 inch-diameter, 5.6-meters long steel pipe embedded over 3 meters of its length in a rectangular container filled with fine sand, and an air-bladder for the application of overburden pressure. Longitudinal and torsional guided waves are excited in the pipe and recorded using a transducer ring (Guided Ultrasonics Ltd). Acoustic properties of the sand are measured independently in-situ and used to make model predictions of wave behavior in the buried pipe. We present the methodology and the systematic measurements of the guided waves under a range of conditions, including loose and compacted sand. It is found that the application of overburden pressure modifies the compaction of the sand and increases the attenuation, and that the measurement of the acoustic properties of sand allows model prediction of the attenuation of guided waves in buried pipes with a high level of confidence.

Leinov, Eli; Cawley, Peter; Lowe, Michael J.S. [NDE Group, Department of Mechanical Engineering, Imperial College London, London SW7 2AZ (United Kingdom)

2014-02-18T23:59:59.000Z

454

Evaluation of energy system analysis techniques for identifying underground facilities  

SciTech Connect

This report describes the results of a study to determine the feasibility and potential usefulness of applying energy system analysis techniques to help detect and characterize underground facilities that could be used for clandestine activities. Four off-the-shelf energy system modeling tools were considered: (1) ENPEP (Energy and Power Evaluation Program) - a total energy system supply/demand model, (2) ICARUS (Investigation of Costs and Reliability in Utility Systems) - an electric utility system dispatching (or production cost and reliability) model, (3) SMN (Spot Market Network) - an aggregate electric power transmission network model, and (4) PECO/LF (Philadelphia Electric Company/Load Flow) - a detailed electricity load flow model. For the purposes of most of this work, underground facilities were assumed to consume about 500 kW to 3 MW of electricity. For some of the work, facilities as large as 10-20 MW were considered. The analysis of each model was conducted in three stages: data evaluation, base-case analysis, and comparative case analysis. For ENPEP and ICARUS, open source data from Pakistan were used for the evaluations. For SMN and PECO/LF, the country data were not readily available, so data for the state of Arizona were used to test the general concept.

VanKuiken, J.C.; Kavicky, J.A.; Portante, E.C. [and others

1996-03-01T23:59:59.000Z

455

Active control of underground stresses through rock pressurization  

SciTech Connect

To significantly increase the stability of underground excavations while exploiting the full advantages of confined rock strength, methods must be developed to actively control the distribution of stresses near the excavation. This US Bureau of Mines study examines theoretical and practical aspects of rock pressurization, an active stress control concept that induces compressive stress in the wall rock through repeated hydraulic fracturing with a settable fluid. Numerical analyses performed by incorporating the rock pressurization concept into a variety of boundary-element models indicate that rock pressurization has the potential to improve underground excavation stability in three ways: (1) by relocating stress concentrations away from the weak opening surface to stronger, confined wall rock; (2) by inducing additional stresses in a biaxial stress field to reduce the difference between the principal stress components near the surface of the opening, and (3) by counteracting the tensile stresses induced in the rock around internally loaded openings. Practical aspects of the rock pressurization concept were investigated through a series of hydraulic fracturing experiments. The use of sulfur as a settable fluid for hydraulic fracturing was demonstrated, although problems related to sulfur viscosity suggest that other molten materials, such as wax, may be better suited to practical field application of the rock pressurization concept.

Vandergrift, T.L.

1995-06-01T23:59:59.000Z

456

Underground engineering at the Basalt Waste Isolation Project  

SciTech Connect

A special task group was organized by the US National Committee for Rock Mechanics and the Board on Radioactive Waste Management of the National Research Council to address issues relating to the geotechnical site characterization program for an underground facility to house high-level radioactive waste of the Basalt Waste Isolation Project (BWIP). Intended to provide an overview of the geotechnical program, the study was carried out by a task group consisting of ten members with expertise in the many disciplines required to successfully complete such a project. The task group recognized from the outset that the short time frame of this study would limit its ability to address all geotechnical issues in detail. Geotechnical issues were considered to range from specific technical aspects such as in-situ testing for rock mass permeability; rock hardness testing in the laboratory; or geologic characterizations and quantification of joints, to broader aspects of design philosophy, data collection, and treatment of uncertainty. The task group chose to focus on the broader aspects of underground design and construction, recognizing that the BWIP program utilizes a peer review group on a regular basis which reviews the specific technical questions related to geotechnical engineering. In this way, it was hoped that the review provided by the task group would complement those prepared by the BWIP peer review group.

Not Available

1987-01-01T23:59:59.000Z

457

RCRA closure plan for underground storage tank 105-C  

SciTech Connect

A Reactor Department program for repairing heat exchangers created a low level radioactive waste, which was held in underground storage tank (UST) 105-C, hereafter referred to as the tank. According to Procedures used at the facility, the waste`s pH was adjusted to the 8.0--12.0 range before shipping it to the SRS Waste Management Department. For this reason, area personnel did not anticipate that the waste which is currently contained in the tank would have corrosive hazardous characteristic. However, recent analysis indicates that waste contained in the tank has a pH of greater than 12.5, thereby constituting a hazardous waste. Because the Department of Energy-Savannah River Office (DOE-SR) could not prove that the hazardous waste had been stored in the tank for less than 90 days, the State of South Carolina Department of Health and Environmental Control (SCDHEC) alleged that DOE-SR was in violation of the 1976 Code of Laws of South Carolina. As agreed in Settlement Agreement 90-74-SW between the DOE and SCDHEC, this is the required closure plan for Tank 105-C. The purpose of this document is to present SCDHEC with an official plan for closing the underground storage tank. Upon approval by SCDHEC, the schedule for closure will be an enforceable portion of this agreement.

Miles, W.C. Jr.

1990-10-01T23:59:59.000Z

458

E-Print Network 3.0 - animated self-serve web-based Sample Search...  

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

self-serve web-based Search Powered by Explorit Topic List Advanced Search Sample search results for: animated self-serve web-based Page: << < 1 2 3 4 5 > >> 1 Working with Animal...

459

EECBG Success Story: St. Paul Parking Ramp Serves as a Model...  

Energy Savers (EERE)

St. Paul Parking Ramp Serves as a Model for Sustainability EECBG Success Story: St. Paul Parking Ramp Serves as a Model for Sustainability April 17, 2014 - 2:10pm Addthis Upgrades...

460

Enchancement of heat pipes with ion-drag pumps  

E-Print Network (OSTI)

ENHANCEMENT OF HEAT PIPES WITH ION-DRAG PUMPS A Thesis by BRUCE RUSSELL BABIN Submitted to the Office of Graduate Studies of Texas AE'M I. niversity in partial fulfillment of the requirements for the degree of MASTER OF SCIEiVCE August 1991... Malor Subject: Mechanical Engineering ENHANCEMENT OF HEAT PIPES WITH ION-DRAG PUMPS A Thesis by BRUCE RUSSELL BABIN Approved as to style and content by G. P. Peterson (Charr of Committee) L. S. Fletcher (Member) . Hassan ( Member) W. L...

Babin, Bruce Russell

1991-01-01T23:59:59.000Z

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


461

Guide to good practices for equipment and piping labeling  

SciTech Connect

This Guide to Good Practices is written to enhance understanding of, and provide direction for, Equipment and Piping Labeling, Chapter XVIII of Department of Energy (DOE) Order 5480.19, Conduct of Operations Requirements for DOE Facilities. The practices in this guide should be considered when planning or reviewing labeling programs. Contractors are advised to adopt procedures that meet the intent of DOE Order 5480.19. Equipment and Piping Labeling is an element of an effective Conduct of Operations program. The complexity and array of activities performed in DOE facilities dictate the necessity for a coordinated labeling program to promote safe and efficient operations.

NONE

1998-12-01T23:59:59.000Z

462

A unified model for slug flow in upward inclined pipes  

SciTech Connect

The effect of pipe inclination on upward two-phase slug flow characteristics has been studied both experimentally and theoretically. Experimental data were acquired for the entire range of inclination angles, from horizontal to vertical. New correlations were developed for slug length and liquid holdup in the slug body as a function of inclination angle. A unified model has been developed for the prediction of slug flow behavior in upward inclined pipes. Reasonable agreement is observed between the pressure drop predicted by the model and the experimental data.

Felizola, H.; Shoham, O. [Univ. of Tulsa, OK (United States). Petroleum Engineering Dept.

1995-03-01T23:59:59.000Z

463

DEVELOPMENT AND MANUFACTURE OF COST EFFECTIVE COMPOSITE DRILL PIPE  

SciTech Connect

This technical report presents the engineering research, process development and data accomplishments that have transpired to date in support of the development of Cost Effective Composite Drill Pipe (CDP). The report presents progress made from October 1, 2003 through September 30, 2004 and contains the following discussions: (1) Direct Electrical Connection for Rotary Shoulder Tool Joints; (2) Conductors for inclusion in the pipe wall (ER/DW-CDP); (3) Qualify fibers from Zoltek; (4) Qualify resin from Bakelite; (5) First commercial order for SR-CDP from Integrated Directional Resources (SR-CDP); and (6) Preparation of papers for publication and conference presentations.

James C. Leslie; James C. Leslie II; Lee Truong; James T. Heard; Peter Manekas

2005-03-18T23:59:59.000Z

464

Mozzarella Cheese Sticks served with ranch dressing & marinara $4 Potato Croquettes  

E-Print Network (OSTI)

Mozzarella Cheese Sticks­ served with ranch dressing & marinara $4 Potato Croquettes $4 S T A R T E

Glasser, Adrian

465

A Monte Carlo code describing the neutral gas transport in pipe configurations with attenuating media  

Science Journals Connector (OSTI)

A three-dimensional Monte Carlo description of the neutral gas transport in pipe configurations with almost arbitrary torsion and curvature is presented. To avoid quadratic or even transcendental expressions describing the pipe surfaces confining and ...

A. Nicolai

1993-06-01T23:59:59.000Z

466

The Transport of LNG by Pipe Lines: Technical and Economic Aspects  

Science Journals Connector (OSTI)

It has been suggested [1...] that natural gas pipe lines may be replaced by special pipe lines carrying LNG. By almost completely eliminating the recompression losses ... It will be shown that the transportation ...

E. Carbonell; J. Y. Guerin; P. Solente

1967-01-01T23:59:59.000Z

467

Optimization of the configuration and working fluid for a micro heat pipe thermal control device  

E-Print Network (OSTI)

of a micro heat pipe system containing a working fluid with physical properties having been speciffcally selected such that the heat pipes, as a whole, vary in effective thermal conductance, thereby providing a level of temperature regulation...

Coughlin, Scott Joseph

2006-04-12T23:59:59.000Z

468

What Have You Done to Ensure Your Water Pipes are Efficient and...  

Energy Savers (EERE)

What Have You Done to Ensure Your Water Pipes are Efficient and Safe? What Have You Done to Ensure Your Water Pipes are Efficient and Safe? March 17, 2011 - 7:30am Addthis This...

469

Correct conditions for heat treatment of butt welded oil drilling pipes  

Science Journals Connector (OSTI)

The application of optimum normalization conditions decreases the hardness and increases the impact strength of drilling pipes used in geological survey work by 100% and that of oil drilling pipes by 25–30%, the ...

F. N. Tavadze; Z. G. Napetvaridze

1965-10-01T23:59:59.000Z

470

Seismic vibration analysis of fluid-structure interaction in LMFBR piping systems  

SciTech Connect

This paper is a basic study on the vibrational characteristics of an LMFBR piping system containing liquid sodium under one-dimensional seismic excitation. Using Z-shaped piping, the authors formulate coupled equations for the pipe's bending vibration and pressure wave, and transform them into two-degree-of-freedom vibration equations for the first modes of the piping vibration and pressure wave. A numerical study using the vibration model shows that: 1) the coupling effect appears between piping acceleration and liquid pressure for a piping configuration having a natural frequency ratio ..nu.. = about 0.5 to 2.0; 2) the magnitude of seismically induced pressure reaches 0.7 kPa to 1 kPa per gal; and 3) the dead-mass model of liquid gives a nonconservative response depending on the pipe's geometrical configuration, compared to that from the pressure-wave-piping-interaction model.

Hara, F.

1988-05-01T23:59:59.000Z

471

Numerical Analysis of Fluid Flow and Heat Transfer within Grooved Flat Mini Heat Pipes  

Science Journals Connector (OSTI)

A Theoretical study is carried out in order to verify the Mini Heat Pipe (MHP) concept for cooling high ... as an integrated part of a Flat Mini Heat Pipe (FMHP). Hence, a detailed ... with axial microchannels is...

Jed Mansouri; Samah Maalej; Mohamed Sassi…

2013-01-01T23:59:59.000Z

472

Heat Pipe Performance Enhancement with Binary Mixture Fluids that Exhibit Strong Concentration Marangoni Effects  

E-Print Network (OSTI)

and solar concentration, for a gravity-assisted heat pipevs. solar concentration with a gravity-assisted heat pipe inand solar concentration, for a gravity-assisted heat pipe

Armijo, Kenneth Miguel

2011-01-01T23:59:59.000Z

473

E-Print Network 3.0 - advanced heat pipes Sample Search Results  

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

buried pipes J.C. Morud1 and A. Simonsen1 1 SINTEF Materials and Chemistry... for the heat loss from buried pipes have been known for a long time. In this paper, we derive...

474

OTEC Cold Water Pipe-Platform Sub-System Dynamic Interaction...  

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

OTEC Cold Water Pipe-Platform Sub-System Dynamic Interaction Validation (OPPSDIV) OTEC Cold Water Pipe-Platform Sub-System Dynamic Interaction Validation (OPPSDIV) OTEC Cold Water...

475

Chemical and physical controls on waters discharged from abandoned underground coal mines  

Science Journals Connector (OSTI)

...abandoned underground coal mines D. L. Lopez M...mines in high-sulphur coal are a major source of acid mine drainage in Appalachia. Studies of mines in...abandoned underground coal mines, tailing deposits...1995, with records of mining dating to as early as...

D. L. López; M. W. Stoertz

476

AHIGHLY INSTRUMENTED UNDERGROUND RESEARCH GALLERY AS A MONITORING CONCEPT FOR RADIOACTIVE WASTE CELLS -DATA  

E-Print Network (OSTI)

AHIGHLY INSTRUMENTED UNDERGROUND RESEARCH GALLERY AS A MONITORING CONCEPT FOR RADIOACTIVE WASTE monitoring system of underground disposal for the French long-lived, intermediate and high level radioactive is a concrete liner in a tunnel aiming at support the mechanical pressure of the host rock. A 3.6 meter long

Boyer, Edmond

477

Permanent Closure of MFC Biodiesel Underground Storage Tank 99ANL00013  

SciTech Connect

This closure package documents the site assessment and permanent closure of the Materials and Fuels Complex biodiesel underground storage tank 99ANL00013 in accordance with the regulatory requirements established in 40 CFR 280.71, “Technical Standards and Corrective Action Requirements for Owners and Operators of Underground Storage Tanks: Out-of-Service UST Systems and Closure.”

Kerry L. Nisson

2012-10-01T23:59:59.000Z

478

Hydrologic resources management program and underground test area operable unit fy 1997  

SciTech Connect

This report present the results of FY 1997 technical studies conducted by the Lawrence Livermore National Laboratory (LLNL) as part of the Hydrology and Radionuclide Migration Program (HRMP) and Underground Test Area Operable Unit (UGTA). The HRMP is sponsored by the US Department of Energy to assess the environmental (radiochemical and hydrologic) consequences of underground nuclear weapons testing at the Nevada Test Site.

Smith, D. F., LLNL

1998-05-01T23:59:59.000Z

479

Supersonic Air Jets Preserve Tree Roots in Underground Pipeline Installation1  

E-Print Network (OSTI)

Supersonic Air Jets Preserve Tree Roots in Underground Pipeline Installation1 Rob Gross 2 trenching operations for pipeline installation. Although mechanical soil excavation using heavy equipment are routinely installed, repaired, and replaced underground. During soil excavation, tree and other plant roots

Standiford, Richard B.

480

State of the art analysis of online fault location on AC cables in underground transmission systems  

E-Print Network (OSTI)

, such as 400 kV transmission lines, will also be undergrounded gradually as more experience is gath- ered of underground cables for the transmission level. In Denmark, as a leading country, the entire 150 kV and 132 kV on transmission level fault location methods have been focused on overhead lines. Because of the very different

Bak, Claus Leth

Note: This page contains sample records for the topic "underground pipes serving" 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.


481

Experimental and numerical study of gas dynamics of exhaust pipe of gas turbine unit  

Science Journals Connector (OSTI)

A few geometrical configurations of exhaust pipe of marine gas turbine unit were investigated experimentally in NPP “Mashproeykt...

Valery Solodov; Juriy Starodubtsev; Boris Isakov…

2004-02-01T23:59:59.000Z

482

A life cycle comparison of greenhouse emissions for power generation from coal mining and underground coal gasification  

Science Journals Connector (OSTI)

For the emissions from energy and equipment use of underground coal mining, the data from the office of Energy Efficiency and Renewable Energy’s (EERE) hypothetical eastern U.S. underground coalmine is used (EERE

Zeshan Hyder; Nino S. Ripepi…

2014-05-01T23:59:59.000Z

483

Evaluating the Effects of Underground Nuclear Testing Below the Water Table on Groundwater and Radionuclide Migration in the  

E-Print Network (OSTI)

Evaluating the Effects of Underground Nuclear Testing Below the Water Table on Groundwater, using FEHM, evaluate perturbed groundwater behavior associated with underground nuclear tests to an instantaneous pressurization event caused by a nuclear test when different permeability and porosity

484

GRR/Section 18-UT-a - Underground Storage Tank | Open Energy Information  

Open Energy Info (EERE)

GRR/Section 18-UT-a - Underground Storage Tank GRR/Section 18-UT-a - Underground Storage Tank < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 18-UT-a - Underground Storage Tank 18UTAUndergroundStorageTank (1).pdf Click to View Fullscreen Contact Agencies Utah Department of Environmental Quality Regulations & Policies Utah Underground Storage Tank Act Triggers None specified Click "Edit With Form" above to add content 18UTAUndergroundStorageTank (1).pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Flowchart Narrative Utah Department of Environmental Quality Division of Environmental Response and Remediation oversees the underground storage tank (UST) program in

485

The Strip and Underground Mine Siting Act (Montana) | Department of Energy  

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

The Strip and Underground Mine Siting Act (Montana) The Strip and Underground Mine Siting Act (Montana) The Strip and Underground Mine Siting Act (Montana) < Back Eligibility Utility Investor-Owned Utility Industrial Construction Municipal/Public Utility Installer/Contractor Rural Electric Cooperative Program Info State Montana Program Type Siting and Permitting Provider Montana Department of Environmental Quality The policy of the state is to provide adequate remedies to protect the environmental life support system from degradation and to prevent unreasonable depletion and degradation of natural resources from strip and underground mining. This Act grants the Department of Environmental Quality the authority to review and approve or disapprove new strip-mine and new underground-mine site locations and reclamation plans and to adopt relevant

486

GRR/Section 18-TX-a - Underground Storage Tank Process | Open Energy  

Open Energy Info (EERE)

TX-a - Underground Storage Tank Process TX-a - Underground Storage Tank Process < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 18-TX-a - Underground Storage Tank Process 18TXAUndergroundStorageTanks (1).pdf Click to View Fullscreen Contact Agencies Texas Commission on Environmental Quality Regulations & Policies 30 Texas Administrative Code 334 - Underground and Aboveground Storage Tanks 30 Texas Administrative Code 37 - Financial Assurance for Petroleum Underground Storage Tanks Triggers None specified Click "Edit With Form" above to add content 18TXAUndergroundStorageTanks (1).pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range.

487

Last U.S. Underground Nuclear Test Conducted | National Nuclear Security  

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

U.S. Underground Nuclear Test Conducted | National Nuclear Security U.S. Underground Nuclear Test Conducted | National Nuclear Security Administration Our Mission Managing the Stockpile Preventing Proliferation Powering the Nuclear Navy Emergency Response Recapitalizing Our Infrastructure Continuing Management Reform Countering Nuclear Terrorism About Us Our Programs Our History Who We Are Our Leadership Our Locations Budget Our Operations Media Room Congressional Testimony Fact Sheets Newsletters Press Releases Speeches Events Social Media Video Gallery Photo Gallery NNSA Archive Federal Employment Apply for Our Jobs Our Jobs Working at NNSA Blog Home > About Us > Our History > NNSA Timeline > Last U.S. Underground Nuclear Test Conducted Last U.S. Underground Nuclear Test Conducted September 23, 1992 USA Last U.S. Underground Nuclear Test Conducted

488

Last U.S. Underground Nuclear Test Conducted | National Nuclear Security  

National Nuclear Security Administration (NNSA)

U.S. Underground Nuclear Test Conducted | National Nuclear Security U.S. Underground Nuclear Test Conducted | National Nuclear Security Administration Our Mission Managing the Stockpile Preventing Proliferation Powering the Nuclear Navy Emergency Response Recapitalizing Our Infrastructure Continuing Management Reform Countering Nuclear Terrorism About Us Our Programs Our History Who We Are Our Leadership Our Locations Budget Our Operations Media Room Congressional Testimony Fact Sheets Newsletters Press Releases Speeches Events Social Media Video Gallery Photo Gallery NNSA Archive Federal Employment Apply for Our Jobs Our Jobs Working at NNSA Blog Home > About Us > Our History > NNSA Timeline > Last U.S. Underground Nuclear Test Conducted Last U.S. Underground Nuclear Test Conducted September 23, 1992 USA Last U.S. Underground Nuclear Test Conducted

489

High-performance lubricants from Honeywell certified for PVC water pipe formulations  

Science Journals Connector (OSTI)

Honeywell Specialty Materials reports that its Rheochem® line of high-performance lubricants (HPLs) has received certifications from independent, not-for-profit organization NSF International and the Plastics Pipe Institute for use in PVC water pipe formulations. The certifications indicate that the \\{HPLs\\} are safe and effective for use in plastic pipes that carry water throughout homes and municipalities.

2009-01-01T23:59:59.000Z

490

Performance Test and Energy Saving Analysis of a Heat Pipe Dehumidifier  

E-Print Network (OSTI)

Heat pipe technology applied to ventilation, dryness, and cooling and heating radiator in a building is introduced in this paper. A new kind of heat pipe dehumidifier is designed and tested. The energy-saving ratio with the heat pipe dehumidifier...

Zhao, X.; Li, Q.; Yun, C.

2006-01-01T23:59:59.000Z

491

Heat-pipe technology: a bibliography with abstracts. Quarterly update, April-June 1981  

SciTech Connect

A bibliography of 93 publications on heat pipes is presented. The citations are arranged by categories of general information and heat pipe uses, theory, design, fabrication, and performance. An author index and title/keyword index are provided. Five heat-pipe related patents are listed. (LCL)

Srinivasan, R.; Feldman, K.T. Jr. (eds.)

1981-07-01T23:59:59.000Z

492

ADMINISTRATIVE AND ENGINEERING CONTROLS FOR THE OPERATION OF VENTILATION SYSTEMS FOR UNDERGROUND RADIOACTIVE WASTE STORAGE TANKS  

SciTech Connect

Liquid radioactive wastes from the Savannah River Site are stored in large underground carbon steel tanks. The majority of the waste is confined in double shell tanks, which have a primary shell, where the waste is stored, and a secondary shell, which creates an annular region between the two shells, that provides secondary containment and leak detection capabilities should leakage from the primary shell occur. Each of the DST is equipped with a purge ventilation system for the interior of the primary shell and annulus ventilation system for the secondary containment. Administrative flammability controls require continuous ventilation to remove hydrogen gas and other vapors from the waste tanks while preventing the release of radionuclides to the atmosphere. Should a leak from the primary to the annulus occur, the annulus ventilation would also serve this purpose. The functionality of the annulus ventilation is necessary to preserve the structural integrity of the primary shell and the secondary. An administrative corrosion control program is in place to ensure integrity of the tank. Given the critical functions of the purge and annulus ventilation systems, engineering controls are also necessary to ensure that the systems remain robust. The system consists of components that are constructed of metal (e.g., steel, stainless steel, aluminum, copper, etc.) and/or polymeric (polypropylene, polyethylene, silicone, polyurethane, etc.) materials. The performance of these materials in anticipated service environments (e.g., normal waste storage, waste removal, etc.) was evaluated. The most aggressive vapor space environment occurs during chemical cleaning of the residual heels by utilizing oxalic acid. The presence of NO{sub x} and mercury in the vapors generated from the process could potentially accelerate the degradation of aluminum, carbon steel, and copper. Once identified, the most susceptible materials were either replaced and/or plans for discontinuing operations are executed.

Wiersma, B.; Hansen, A.

2013-11-13T23:59:59.000Z

493

A Large Underground Liquid Argon Detector without a Cryostat? Kirk T McDonald (kirkmcd@princeton.edu)  

E-Print Network (OSTI)

, fabrication of this type of tank in an underground cavern is likely to be prohibitively expensive. Here, we

McDonald, Kirk

494

BOA: Pipe-asbestos insulation removal robot system  

SciTech Connect

This paper describes the BOA system, a mobile pipe-external crawler used to remotely strip and bag (possibly contaminated) asbestos-containing lagging and insulation materials (ACLIM) from various diameter pipes in (primarily) industrial installations across the DOE weapons complex. The mechanical removal of ACLIM is very cost-effective due to the relatively low productivity and high cost involved in human removal scenarios. BOA, a mechanical system capable of removing most forms of lagging (paper, plaster, aluminum sheet, clamps, screws and chicken-wire), and insulation (paper, tar, asbestos fiber, mag-block) uses a circular cutter and compression paddles to cut and strip the insulation off the pipe through compression, while a HEPA-filter and encapsulant system maintain a certifiable vacuum and moisture content inside the system and on the pipe, respectively. The crawler system has been built and is currently undergoing testing. Key design parameters and performance parameters are developed and used in performance testing. Since the current system is a testbed, we also discuss future enhancements and outline two deployment scenarios (robotic and manual) for the final system to be designed and completed by the end of FY `95. An on-site demonstration is currently planned for Fernald in Ohio and Oak Ridge in Tennessee.

Schempf, H.; Bares, J.; Mutschler, E. [and others

1995-12-31T23:59:59.000Z

495

Pumps, pipes and valves: The heart of a system  

SciTech Connect

This is a guide to suppliers of pumps, pipes and valves for construction or repair of hazardous materials. The article contains a compilation of the suppliers/manufacturers and how to contact them, the corrosion resistance of the component, whether double-secondary containment is available, and the material used to construct the component.

NONE

1996-05-01T23:59:59.000Z

496

Determination of petroleum pipe scale solubility in simulated lung fluid  

E-Print Network (OSTI)

referred to as ??scale.?? This thesis is concerned with the presence of 226Ra in scale deposited on the inner surfaces of oil drilling pipes and the internal dose consequences of inhalation of that scale once released. In the process of normal operation...

Cezeaux, Jason Roderick

2005-08-29T23:59:59.000Z

497

Assessment of suspended dust from pipe rattling operations  

E-Print Network (OSTI)

Gaussian plume model is applicable to the data of pipe rattling operations for finding an attainment area. It is estimated that workers who remain within 1 m of the machine centerline and directly downwind have an 8-hour TWA exposure opportunity of (13.3 Ã...

Park, Ju-Myon

2006-10-30T23:59:59.000Z

498

Prioritizing Water Pipe Replacement and Rehabilitation by Evaluating Failure Risk  

E-Print Network (OSTI)

..................................................................... 84 4.3.5.1 Exfoliation Percentage of Coating Materials ................. 84 4.3.6 Changes in EIS Characteristics of Coating Materials in Steel Pipes according to Years of Laying ........................................... 88 4....3.6.1 EIS Measurement ........................................................... 89 4.3.6.1.1 Overview of Electro-Impedance Spectroscopy (EIS) Measurement ......................................... 89 4.3.6.1.2 Principles of EIS...

Lee, Sang Hyun

2012-02-14T23:59:59.000Z

499

Thermally Enhanced Pipe for Geothermal Applications Stphane Gonthier  

E-Print Network (OSTI)

in St-Lazare, QC, Canada · Leaders in Pipe and Tubing in Niche Markets · Over 30 years of experience in the Market : 2009 in Canada (CGC Conference, Toronto, ON) 2010 in USA (IGSHPA Technical Conference and Expo Field (2010), Designer: Ecosystem, QC · 3 Geo-Solar Hybrid Systems in NH and MA, 250 X ¾" slinkies (2011

500

Challenges and Capabilities for Inspection of Cast Stainless Steel Piping  

SciTech Connect

Studies conducted at the Pacific N¬orthwest National Laboratory (PNNL) in Richland, Washington, have focused on developing and evaluating the reliability of nondestructive examination (NDE) approaches for inspecting coarse-grained, cast stainless steel reactor components. The objective of this work is to provide information to the United States Nuclear Regulatory Commission (US NRC) on the utility, effec¬tiveness and limitations of NDE techniques as related to the inservice inspec¬tion of primary system piping components in pressurized water reactors (PWRs). This paper describes results from recent assessments built upon early work with low frequency ultrasonic testing (UT) coupled with synthetic aperture focusing technique (SAFT) signal processing, and has subsequently evolved into an approach using low frequency phased array technology as applied from the outer diameter surface of the piping. In addition, eddy current examination as performed from the inner diameter surface of these piping welds is also reported. Cast stainless steel (CSS) pipe specimens were examined that contain thermal and mechanical fatigue cracks located close to the weld roots and have inside/outside surface geometrical conditions that simulate several PWR primary piping weldments and configurations. In addition, segments of vintage centrifugally cast piping were also examined to understand inherent acoustic noise and scattering due to grain structures and determine consistency of UT responses from different locations. The advanced UT methods were applied from the outside surface of these specimens using automated scanning devices and water coupling. The phased array approach was implemented with a modified instrument operating at low frequencies and composite volumetric images of the samples were generated with 500 kHz, 750 kHz, and 1.0 MHz arrays. Eddy current studies were conducted on the inner diameter surface of these piping welds using a commercially available instrument and a cross point probe design operating at a frequency of 250 kHz. Results from the laboratory studies indicate that 500 kHz phased array methods are capable of detecting flaws greater than 30% through-wall in the cast specimens. Length-sizing of flaws is possible, but no diffracted signals could be observed to support time-of-flight depth sizing. The work with eddy current examinations on the inner diameter surface indicate that, while certain cast austenitic microstructures provide excessive background noise due to permeability variations, surface-breaking flaws are quite easily detected. This work was sponsored by the U.S. Nuclear Regulatory Commission under Contract DE-AC06-76RLO 1830; NRC JCN Y6604; Mr. Wallace Norris, NRC Project Monitor.

Anderson, Michael T.; Crawford, Susan L.; Cumblidge, Stephen E.; Diaz, Aaron A.; Doctor, Steven R.

2007-12-31T23:59:59.000Z