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Note: This page contains sample records for the topic "underground injection wells" 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

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...

2

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...

3

Underground Wells (Oklahoma)  

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

Class I, III, IV and V injection wells require a permit issued by the Executive Director of the Department of Environmental Quality; Class V injection wells utilized in the remediation of...

4

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,...

5

Underground Injection Wells as an Option for Disposal of Shale Gas Wastewaters: Policies & Practicality.  

E-Print Network (OSTI)

that are received for injection. We recently received a new permit in VA, but it is for disposal of coalbed methane

Boyer, Elizabeth W.

6

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

7

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...

8

Underground Injection Control Permit Applications for FutureGen 2.0 Morgan County Class VI UIC Wells 1, 2, 3, and 4  

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

FG-RPT-017 FG-RPT-017 Revision 1 Underground Injection Control Permit Applications for FutureGen 2.0 Morgan County Class VI UIC Wells 1, 2, 3, and 4 SUPPORTING DOCUMENTATION March 2013 (Revised May 2013 in accordance with the U.S. Environmental Protection Agency's Completeness Review) Acknowledgment: This material is based upon work supported by the Department of Energy under Award Number DE-FE0001882. 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

9

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

10

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

11

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

12

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...

13

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...

14

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...

15

GRR/Elements/14-CA-c.3 - Application For Proposed Underground Injection  

Open Energy Info (EERE)

CA-c.3 - Application For Proposed Underground Injection CA-c.3 - Application For Proposed 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.3 - Application For Proposed Underground Injection Project Under the Memorandum of Agreement Between State Water Resources Control Board and DOGGR geothermal operators must file an application for underground geothermal wastewater injection with the appropriate DOGGR district office. The application must include: A chemical analysis to characterize the proposed injection fluid; A chemical analysis from the proposed zone of injection considering the characteristics of the zone; and The depth, location, and injection formation of the proposed well. Logic Chain

16

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

Open Energy Info (EERE)

GRR/Section 14-UT-c - Underground Injection Control Permit GRR/Section 14-UT-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-UT-c - Underground Injection Control Permit 14UTCUndergroundInjectionControlPermit.pdf Click to View Fullscreen Contact Agencies Utah Department of Environmental Quality Regulations & Policies Utah Administrative Code R317-7 Triggers None specified Click "Edit With Form" above to add content Potential Roadblocks If the permit application does not adequately demonstrate that geothermal re-injection wells will be constructed and operated to be protective of any USDWs the issuance of a permit may be denied or delayed. 14UTCUndergroundInjectionControlPermit.pdf 14UTCUndergroundInjectionControlPermit.pdf

17

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,

18

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)

19

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

20

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

Note: This page contains sample records for the topic "underground injection wells" 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

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

22

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

23

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

24

Cost Comparison Among Concepts of Injection for CO2 Offshore Underground Sequestration Envisaged in Japan  

Science Journals Connector (OSTI)

Publisher Summary Japan is in the process of 5-year R&D program of underground storage of CO2, and this study was carried out as part of this program. Offshore saline aquifers are the target geological formation in this program because (1) most of large-scale emission sources of CO2 are located near the coast in Japan, (2) aquifers of large volume are expected to be found more in offshore than on land, and (3) site acquisition is much more costly on land. At present, the total time scheme of the sequestration process is assumed, which is based on practical results from similar processes such as large-scale underground storage of natural gas in aquifers. The total system of underground sequestration can be roughly divided into three processes: recovery, transportation, and injection. Although the methods of recovery and transportation have been well studied, the injection process has not been established as it is significantly affected by geographic, geological, and topographic features of the site. The cost of injection into an offshore aquifer varies with the method applied. One reason is that there are a variety of applicable designs and construction methods of wells and surface facilities (especially offshore) that depend on the conditions of injection site. The other reason is that there are many uncertainties in exploration and operation, as is the case with petroleum development. This chapter presents the results of the preliminary analysis on the costs of injection facilities.

Hironori Kotsubo; Takashi Ohsumi; Hitoshi Koide; Motoo Uno; Takeshi Ito; Toshio Kobayashi; Kozo Ishida

2003-01-01T23:59:59.000Z

25

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

26

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

27

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

28

Underground Injection Control Program Rules and Regulations (Rhode Island)  

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

The purpose of this regulation is to preserve the quality of the groundwater of the State and thereby protect groundwater contamination from contamination by discharge from injection wells and...

29

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

Open Energy Info (EERE)

TX-c - Underground Injection Control Permit TX-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-TX-c - Underground Injection Control Permit Pages from 14TXCUndergroundInjectionControlPermit (4).pdf Click to View Fullscreen Contact Agencies Railroad Commission of Texas Texas Commission on Environmental Quality Regulations & Policies Tex. Water Code § 27 16 TAC 3.9 46 TAC 3.46 16 TAC 3.30 - MOU between the RRC and the TCEQ Triggers None specified Click "Edit With Form" above to add content Pages from 14TXCUndergroundInjectionControlPermit (4).pdf Pages from 14TXCUndergroundInjectionControlPermit (4).pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range.

30

Evaluation of injection-well risk management in the Williston basin  

SciTech Connect

This paper reports on a study of subsurface water-injection operations in the Williston geologic basin which demonstrated the practicality of incorporating risk management procedures into the regulation of underground injection control (UIC) programs. A realistic model of a computerized data base was developed to assess the maximum quantifiable risk that water from injection wells would reach an underground source of drinking water (USDW). In the Williston basin, the upper-bound probability of injection water escaping the wellbore and reaching a USDW is seven chances in 1 million well-years where surface casings cover the drinking-water aquifers. Where surface casings do not cover the USDW's, the probability is six chances in 1,000 well-years.

Michie, T.W. (Michie and Associates, Inc. (US)); Koch, C.A. (North Dakota Industrial Commission (US))

1991-06-01T23:59:59.000Z

31

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

Open Energy Info (EERE)

14-CA-c - Underground Injection Control Permit 14-CA-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-CA-c - Underground Injection Control Permit 14CACUndergroundInjectionControl.pdf Click to View Fullscreen Contact Agencies California Department of Conservation, Division of Oil, Gas, and Geothermal Resources Regulations & Policies Division 3, Chapter 4 of the California Public Resources Code Title 14, Division 2, Chapter 4 of the California Code of Regulations Title 40, Code of Federal Regulations, Part 144 Title 40, Code of Federal Regulations, Part 146 Triggers None specified Click "Edit With Form" above to add content 14CACUndergroundInjectionControl.pdf Error creating thumbnail: Page number not in range.

32

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

Open Energy Info (EERE)

GRR/Section 14-OR-c - Underground Injection Control Permit GRR/Section 14-OR-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-OR-c - Underground Injection Control Permit 14ORCUndergroundInjectionControlPermit (1).pdf Click to View Fullscreen Contact Agencies Oregon Department of Environmental Quality Regulations & Policies 40 CFR 144.26: Federal UIC Regulations 40 CFR 144.83: Notification OAR 340-044: State UIC Regulations Triggers None specified Click "Edit With Form" above to add content 14ORCUndergroundInjectionControlPermit (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.

33

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

Open Energy Info (EERE)

4-NV-c - Underground Injection Control Permit 4-NV-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-NV-c - Underground Injection Control Permit 14NVCUndergroundInjectionControlPermit.pdf Click to View Fullscreen Contact Agencies Nevada Division of Environmental Protection Nevada Division of Minerals Nevada Division of Water Resources Bureau of Land Management Regulations & Policies Nevada Revised Statutes (NRS) Nevada Administrative Code (NAC) Triggers None specified Click "Edit With Form" above to add content 14NVCUndergroundInjectionControlPermit.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.

34

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

Open Energy Info (EERE)

4-ID-c - Underground Injection Control 4-ID-c - Underground Injection Control < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 14-ID-c - Underground Injection Control 14IDCUndergroundInjectionControlPermit.pdf Click to View Fullscreen Contact Agencies Idaho Department of Water Resources Regulations & Policies IDAPA 37.03.04 IDAPA 37.03.03 Triggers None specified Click "Edit With Form" above to add content Potential Roadblocks Extensive public comments can stretch the timeline since IDWR must respond to all comments, potentially hold a Fact Finding Hearing, and thoroughly review the input received in these processes prior to making a decision to issue or deny the permit. 14IDCUndergroundInjectionControlPermit.pdf

35

Well injection valve with retractable choke  

SciTech Connect

An injection valve is described for use in a well conduit consisting of: a housing having a bore, a valve closure member in the bore moving between open and closed positions, a flow tube telescopically movable in the housing for controlling the movement of the valve closure member, means for biasing the flow tube in a direction for allowing the valve closure member to move to the closed position, an expandable and contractible fluid restriction connected to the flow tube and extending into the bore for moving the flow tube to the open position in response to injection fluid, but allowing the passage of well tools through the valve, the restriction contractible in response to fluid flow, the restriction includes, segments movable into and out of the bore, and biasing means yieldably urging the segments into the bore, a no-go shoulder on the flow tube, and releasable lockout means between the flow tube and the housing for locking the flow tube and valve in the open position.

Pringle, R.E.

1986-07-22T23:59:59.000Z

36

GAS INJECTION/WELL STIMULATION PROJECT  

SciTech Connect

Driver Production proposes to conduct a gas repressurization/well stimulation project on a six well, 80-acre portion of the Dutcher Sand of the East Edna Field, Okmulgee County, Oklahoma. The site has been location of previous successful flue gas injection demonstration but due to changing economic and sales conditions, finds new opportunities to use associated natural gas that is currently being vented to the atmosphere to repressurize the reservoir to produce additional oil. The established infrastructure and known geological conditions should allow quick startup and much lower operating costs than flue gas. Lessons learned from the previous project, the lessons learned form cyclical oil prices and from other operators in the area will be applied. Technology transfer of the lessons learned from both projects could be applied by other small independent operators.

John K. Godwin

2005-12-01T23:59:59.000Z

37

Boise geothermal injection well: Final environmental assessment  

SciTech Connect

The City of Boise, Idaho, an Idaho Municipal Corporation, is proposing to construct a well with which to inject spent geothermal water from its hot water heating system back into the geothermal aquifer. Because of a cooperative agreement between the City and the US Department of Energy to design and construct the proposed well, compliance to the National Environmental Policy Act (NEPA) is required. Therefore, this Environmental Assessment (EA) represents the analysis of the proposed project required under NEPA. The intent of this EA is to: (1) briefly describe historical uses of the Boise Geothermal Aquifer; (2) discuss the underlying reason for the proposed action; (3) describe alternatives considered, including the No Action Alternative and the Preferred Alternative; and (4) present potential environmental impacts of the proposed action and the analysis of those impacts as they apply to the respective alternatives.

NONE

1997-12-31T23:59:59.000Z

38

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

Open Energy Info (EERE)

form form View source History View New Pages Recent Changes All Special Pages Semantic Search/Querying Get Involved Help Apps Datasets Community Login | Sign Up Search Page Edit with form History Facebook icon Twitter icon » GRR/Section 14-MT-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-MT-c - Underground Injection Control Permit 14MTCUndergroundInjectionControlPermit.pdf Click to View Fullscreen Contact Agencies United States Environmental Protection Agency Triggers None specified Click "Edit With Form" above to add content 14MTCUndergroundInjectionControlPermit.pdf Error creating thumbnail: Page number not in range. Error creating thumbnail: Page number not in range.

39

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

Open Energy Info (EERE)

Page Page Edit with form History Facebook icon Twitter icon » GRR/Section 14-CO-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-CO-c - Underground Injection Control Permit 14COCUndergroundInjectionControlPermit.pdf Click to View Fullscreen Contact Agencies United States Environmental Protection Agency Colorado Division of Water Resources Triggers None specified Click "Edit With Form" above to add content 14COCUndergroundInjectionControlPermit.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 The United States Environmental Protection Agency (EPA) has not delegated

40

,"Delaware Natural Gas Underground Storage Injections All Operators (MMcf)"  

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

Injections All Operators (MMcf)" Injections All Operators (MMcf)" ,"Click worksheet name or tab at bottom for data" ,"Worksheet Name","Description","# Of Series","Frequency","Latest Data for" ,"Data 1","Delaware Natural Gas Underground Storage Injections All Operators (MMcf)",1,"Annual",1975 ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","n5050de2a.xls" ,"Available from Web Page:","http://tonto.eia.gov/dnav/ng/hist/n5050de2a.htm" ,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.doe.gov" ,,"(202) 586-8800",,,"12/12/2013 5:28:50 PM"

Note: This page contains sample records for the topic "underground injection wells" 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

,"Idaho Natural Gas Underground Storage Injections All Operators (MMcf)"  

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

Injections All Operators (MMcf)" Injections All Operators (MMcf)" ,"Click worksheet name or tab at bottom for data" ,"Worksheet Name","Description","# Of Series","Frequency","Latest Data for" ,"Data 1","Idaho Natural Gas Underground Storage Injections All Operators (MMcf)",1,"Annual",1975 ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","n5050id2a.xls" ,"Available from Web Page:","http://tonto.eia.gov/dnav/ng/hist/n5050id2a.htm" ,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.doe.gov" ,,"(202) 586-8800",,,"12/12/2013 5:28:51 PM"

42

,"South Carolina Natural Gas Underground Storage Injections All Operators (MMcf)"  

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

Injections All Operators (MMcf)" Injections All Operators (MMcf)" ,"Click worksheet name or tab at bottom for data" ,"Worksheet Name","Description","# Of Series","Frequency","Latest Data for" ,"Data 1","South Carolina Natural Gas Underground Storage Injections All Operators (MMcf)",1,"Annual",1975 ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","n5050sc2a.xls" ,"Available from Web Page:","http://tonto.eia.gov/dnav/ng/hist/n5050sc2a.htm" ,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.doe.gov" ,,"(202) 586-8800",,,"12/12/2013 5:29:07 PM"

43

,"Wisconsin Natural Gas Underground Storage Injections All Operators (MMcf)"  

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

Injections All Operators (MMcf)" Injections All Operators (MMcf)" ,"Click worksheet name or tab at bottom for data" ,"Worksheet Name","Description","# Of Series","Frequency","Latest Data for" ,"Data 1","Wisconsin Natural Gas Underground Storage Injections All Operators (MMcf)",1,"Annual",1973 ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","n5050wi2a.xls" ,"Available from Web Page:","http://tonto.eia.gov/dnav/ng/hist/n5050wi2a.htm" ,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.doe.gov" ,,"(202) 586-8800",,,"12/12/2013 5:29:12 PM"

44

,"Alaska Natural Gas Underground Storage Injections All Operators (MMcf)"  

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

Injections All Operators (MMcf)" Injections All Operators (MMcf)" ,"Click worksheet name or tab at bottom for data" ,"Worksheet Name","Description","# Of Series","Frequency","Latest Data for" ,"Data 1","Alaska Natural Gas Underground Storage Injections All Operators (MMcf)",1,"Annual",1975 ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","n5050ak2a.xls" ,"Available from Web Page:","http://tonto.eia.gov/dnav/ng/hist/n5050ak2a.htm" ,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.doe.gov" ,,"(202) 586-8800",,,"12/12/2013 5:28:46 PM"

45

,"Connecticut Natural Gas Underground Storage Injections All Operators (MMcf)"  

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

Injections All Operators (MMcf)" Injections All Operators (MMcf)" ,"Click worksheet name or tab at bottom for data" ,"Worksheet Name","Description","# Of Series","Frequency","Latest Data for" ,"Data 1","Connecticut Natural Gas Underground Storage Injections All Operators (MMcf)",1,"Annual",1996 ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","n5050ct2a.xls" ,"Available from Web Page:","http://tonto.eia.gov/dnav/ng/hist/n5050ct2a.htm" ,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.doe.gov" ,,"(202) 586-8800",,,"12/12/2013 5:28:50 PM"

46

,"Georgia Natural Gas Underground Storage Injections All Operators (MMcf)"  

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

Injections All Operators (MMcf)" Injections All Operators (MMcf)" ,"Click worksheet name or tab at bottom for data" ,"Worksheet Name","Description","# Of Series","Frequency","Latest Data for" ,"Data 1","Georgia Natural Gas Underground Storage Injections All Operators (MMcf)",1,"Annual",1975 ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","n5050ga2a.xls" ,"Available from Web Page:","http://tonto.eia.gov/dnav/ng/hist/n5050ga2a.htm" ,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.doe.gov" ,,"(202) 586-8800",,,"12/12/2013 5:28:50 PM"

47

Underground Injection Control Permit Applications for FutureGen...  

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

well and seismic analysis of the site. The Eau Claire Formation is a carbonate and shale unit that has been proven to be an effective confining zone at 38 natural-gas storage...

48

,"U.S. Natural Gas Salt Underground Storage Activity-Injects (MMcf)"  

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

Monthly","9/2013" Monthly","9/2013" ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","n5440us2m.xls" ,"Available from Web Page:","http://tonto.eia.gov/dnav/ng/hist/n5440us2m.htm" ,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.doe.gov" ,,"(202) 586-8800",,,"12/12/2013 5:30:30 PM" "Back to Contents","Data 1: U.S. Natural Gas Salt Underground Storage Activity-Injects (MMcf)" "Sourcekey","N5440US2" "Date","U.S. Natural Gas Salt Underground Storage Activity-Injects (MMcf)" 34349,10956 34380,12444

49

,"U.S. Natural Gas Non-Salt Underground Storage Injections (MMcf)"  

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

Annual",2012 Annual",2012 ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","n5540us2a.xls" ,"Available from Web Page:","http://tonto.eia.gov/dnav/ng/hist/n5540us2a.htm" ,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.doe.gov" ,,"(202) 586-8800",,,"12/12/2013 5:30:33 PM" "Back to Contents","Data 1: U.S. Natural Gas Non-Salt Underground Storage Injections (MMcf)" "Sourcekey","N5540US2" "Date","U.S. Natural Gas Non-Salt Underground Storage Injections (MMcf)" 34515,2654035 34880,2371697 35246,2647124 35611,2532986

50

,"U.S. Natural Gas Salt Underground Storage Activity-Injects (MMcf)"  

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

Annual",2012 Annual",2012 ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","n5440us2a.xls" ,"Available from Web Page:","http://tonto.eia.gov/dnav/ng/hist/n5440us2a.htm" ,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.doe.gov" ,,"(202) 586-8800",,,"12/12/2013 5:30:29 PM" "Back to Contents","Data 1: U.S. Natural Gas Salt Underground Storage Activity-Injects (MMcf)" "Sourcekey","N5440US2" "Date","U.S. Natural Gas Salt Underground Storage Activity-Injects (MMcf)" 34515,142243 34880,194185 35246,258468

51

,"U.S. Natural Gas Non-Salt Underground Storage Injections (MMcf)"  

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

Monthly","9/2013" Monthly","9/2013" ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","n5540us2m.xls" ,"Available from Web Page:","http://tonto.eia.gov/dnav/ng/hist/n5540us2m.htm" ,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.doe.gov" ,,"(202) 586-8800",,,"12/12/2013 5:30:33 PM" "Back to Contents","Data 1: U.S. Natural Gas Non-Salt Underground Storage Injections (MMcf)" "Sourcekey","N5540US2" "Date","U.S. Natural Gas Non-Salt Underground Storage Injections (MMcf)" 34349,23610 34380,37290 34408,91769

52

Fully Coupled Well Models for Fluid Injection and Production...  

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

reservoirs. Wells provide a conduit for injecting greenhouse gases and producing reservoirs fluids, such as brines, natural gas, and crude oil, depending on the target...

53

Productivity and Injectivity of Horizontal Wells  

SciTech Connect

A general wellbore flow model is presented to incorporate not only frictional, accelerational and gravitational pressure drops, but also the pressure drop caused by inflow. Influence of inflow or outflow on the wellbore pressure drop is analyzed. New friction factor correlations accounting for both inflow and outflow are also developed. The greatest source of uncertainty is reservoir description and how it is used in simulators. Integration of data through geostatistical techniques leads to multiple descriptions that all honor available data. The reality is never known. The only way to reduce this uncertainty is to use more data from geological studies, formation evaluation, high resolution seismic, well tests and production history to constrain stochastic images. Even with a perfect knowledge about reservoir geology, current models cannot do routine simulations at a fine enough scale. Furthermore, we normally don't know what scale is fine enough. Upscaling introduces errors and masks some of the physical phenomenon that we are trying to model. The scale at which upscaling is robust is not known and it is probably smaller in most cases than the scale actually used for predicting performance. Uncertainties in the well index can cause errors in predictions that are of the same magnitude as those caused by reservoir heterogeneities. Simplified semi-analytical models for cresting behavior and productivity predictions can be very misleading.

Khalid Aziz; Sepehr Arababi; Thomas A. Hewett

1997-04-29T23:59:59.000Z

54

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:

55

Flow monitoring and control system for injection wells  

DOE Patents (OSTI)

A system for monitoring and controlling the injection rate of fluid by an injection well of an in-situ remediation system for treating a contaminated groundwater plume. The well is fitted with a gated insert, substantially coaxial with the injection well. A plurality of openings, some or all of which are equipped with fluid flow sensors and gates, are spaced along the insert. The gates and sensors are connected to a surface controller. The insert may extend throughout part of, or substantially the entire length of the injection well. Alternatively, the insert may comprise one or more movable modules which can be positioned wherever desired along the well. The gates are opened part-way at the start of treatment. The sensors monitor and display the flow rate of fluid passing through each opening on a controller. As treatment continues, the gates are opened to increase flow in regions of lesser flow, and closed to decrease flow in regions of greater flow, thereby approximately equalizing the amount of fluid reaching each part of the plume.

Corey, John C. (212 Lakeside Dr., Aiken, SC 29803)

1993-01-01T23:59:59.000Z

56

Flow monitoring and control system for injection wells  

DOE Patents (OSTI)

A system for monitoring and controlling the injection rate of fluid by an injection well of an in-situ remediation system for treating a contaminated groundwater plume. The well is fitted with a gated insert, substantially coaxial with the injection well. A plurality of openings, some or all of which are equipped with fluid flow sensors and gates, are spaced along the insert. The gates and sensors are connected to a surface controller. The insert may extend throughout part of, or substantially the entire length of the injection well. Alternatively, the insert may comprise one or more movable modules which can be positioned wherever desired along the well. The gates are opened part-way at the start of treatment. The sensors monitor and display the flow rate of fluid passing through each opening on a controller. As treatment continues, the gates are opened to increase flow in regions of lesser flow, and closed to decrease flow in regions of greater flow, thereby approximately equalizing the amount of fluid reaching each part of the plume.

Corey, J.C.

1993-02-16T23:59:59.000Z

57

Flow monitoring and control system for injection wells  

DOE Patents (OSTI)

The present invention relates to a system for monitoring and controlling the rate of fluid flow from an injection well used for in-situ remediation of contaminated groundwater. The United States Government has rights in this invention pursuant to Contract No. DE-AC09-89SR18035 between the US Department of Energy and Westinghouse Savannah River Company.

Corey, J.C.

1991-01-01T23:59:59.000Z

58

Cerro Prieto cold water injection: effects on nearby production wells  

SciTech Connect

The liquid-dominated Cerro Prieto geothermal field of northern Baja California, Mexico has been under commercial exploitation since 1973. During the early years of operation, all waste brines were sent to an evaporation pond built west of the production area. In 1989, cooled pond brines began to be successfully injected into the reservoir along the western boundary of the geothermal system. The injection rate varied over the years, and is at present about 20% of the total fluid extracted. As expected under the continental desert conditions prevailing in the area, the temperature and salinity of the pond brines change with the seasons, being higher during the summer and lower during the winter. The chemistry of pond brines is also affected by precipitation of silica, oxidation of H{sub 2}S and reaction with airborne clays. Several production wells in the western part of the field (CP-I area) showed beneficial effects from injection. The chemical (chloride, isotopic) and physical (enthalpy, flow rate) changes observed in producers close to the injectors are reviewed. Some wells showed steam flow increases, in others steam flow decline rates flattened. Because of their higher density, injected brines migrated downward in the reservoir and showed up in deep wells.

Truesdell, A.H.; Lippmann, M.J.; De Leon, J.; Rodriguez, M.H.

1999-07-01T23:59:59.000Z

59

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

60

State and national energy environmental risk analysis systems for underground injection control. Final report, April 7, 1992--May 31, 1995  

SciTech Connect

The purpose of this effort is to develop and demonstrate the concept of a national Energy and Environmental Risk Analysis System that could support DOE policy analysis and decision-making. That effort also includes the development and demonstration of a methodology for assessing the risks of groundwater contamination from underground injection operations. EERAS is designed to enhance DOE`s analytical capabilities by working with DOE`s existing resource analysis models for oil and gas. The full development of EERAS was not planned as part of this effort. The design and structure for the system were developed, along with interfaces that facilitate data input to DOE`s other analytical tools. The development of the database for EERAS was demonstrated with the input of data related to underground injection control, which also supported the risk assessment being performed. The utility of EERAS has been demonstrated by this effort and its continued development is recommended. Since the absolute risk of groundwater contamination due to underground injection is quite low, the risk assessment methodology focuses on the relative risk of groundwater contamination. The purpose of this methodology is to provide DOE with an enhanced understanding of the relative risks posed nationwide as input to DOE decision-making and resource allocation. Given data problems encountered, a broad assessment of all oil reservoirs in DOE`s resource database was not possible. The methodology was demonstrated using a sample of 39 reservoirs in 15 states. While data difficulties introduce substantial uncertainties, the results found are consistent with expectations and with prior analyses. Therefore the methodology for performing assessments appears to be sound. Recommendations on steps that can be taken to resolve uncertainties or obtain improved data are included in the report.

NONE

1995-05-01T23:59:59.000Z

Note: This page contains sample records for the topic "underground injection wells" 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

2003 Idaho National Engineering and Environmental Laboratory Shallow Injection Well Verification and Status Report  

SciTech Connect

A detailed verification of the shallow injection well inventory for Bechtel BWXT Idaho, LLC and Argonne National Laboratory-West-operated facilities was performed in 2003. Fourteen wells, or 20%, were randomly selected for the verification. This report provides updated information on the 14 shallow injection wells that were randomly selected for the 2003 verification. Where applicable, additional information is provided for shallow injection wells that were not selected for the 2003 verification. This updated information was incorporated into the 2003 Shallow Injection Wells Inventory, Sixty-eight wells were removed from the 2003 Shallow Injection Well Inventory.

Lewis, M.G.

2003-08-21T23:59:59.000Z

62

2003 Idaho National Engineering and Environmental Laboratory Shallow Injection Well Verification and Status Report  

SciTech Connect

A detailed verification of the shallow injection well inventory for Bechtel BWXT Idaho, LLC and Argonne National Laboratory-West-operated facilities was performed in 2003. Fourteen wells, or 20%, were randomly selected for the verification. This report provides updated information on the 14 shallow injection wells that were randomly selected for the 2003 verification. Where applicable, additional information is provided for shallow injection wells that were not selected for the 2003 verification. This updated information was incorporated into the 2003 Shallow Injection Wells Inventory. Sixty-eight wells were removed from the 2003 Shallow Injection Well Inventory.

Mike Lewis

2003-08-01T23:59:59.000Z

63

Underground coal mining is an industry well suited for robotic automation. Human operators are severely hampered in  

E-Print Network (OSTI)

Abstract Underground coal mining is an industry well suited for robotic automation. Human operators approach meets the requirements for cutting straight entries and mining the proper amount of coal per cycle. Introduction The mining of soft materials, such as coal, is a large industry. Worldwide, a total of 435 million

Stentz, Tony

64

Injections of Natural Gas into Storage (Annual Supply & Disposition)  

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

65

Modeling of coulpled deformation and permeability evolution during fault reactivation induced by deep underground injection of CO2  

SciTech Connect

The interaction between mechanical deformation and fluid flow in fault zones gives rise to a host of coupled hydromechanical processes fundamental to fault instability, induced seismicity, and associated fluid migration. In this paper, we discuss these coupled processes in general and describe three modeling approaches that have been considered to analyze fluid flow and stress coupling in fault-instability processes. First, fault hydromechanical models were tested to investigate fault behavior using different mechanical modeling approaches, including slip interface and finite-thickness elements with isotropic or anisotropic elasto-plastic constitutive models. The results of this investigation showed that fault hydromechanical behavior can be appropriately represented with the least complex alternative, using a finite-thickness element and isotropic plasticity. We utilized this pragmatic approach coupled with a strain-permeability model to study hydromechanical effects on fault instability during deep underground injection of CO{sub 2}. We demonstrated how such a modeling approach can be applied to determine the likelihood of fault reactivation and to estimate the associated loss of CO{sub 2} from the injection zone. It is shown that shear-enhanced permeability initiated where the fault intersects the injection zone plays an important role in propagating fault instability and permeability enhancement through the overlying caprock.

Cappa, F.; Rutqvist, J.

2010-06-01T23:59:59.000Z

66

Effect of well pattern and injection well type on the CO2-assisted gravity drainage enhanced oil recovery  

Science Journals Connector (OSTI)

Fundamental understanding and application of process parameters in numerical simulation that leads to optimized gravity drainage oil recovery at field scale is still a major challenge. Reservoir simulations studying the effects of well patterns and type of gas injection wells have not been reported so far. In first ever attempt, the mechanistic benefits of production strategy on gravity drainage oil recovery are identified in this paper. Effects of irregular and regular well patterns and vertical and horizontal gas injection wells are investigated using a fully compositional 3D reservoir model in secondary immiscible and miscible modes under the conditions of voidage balance, constant pressure of injection and production wells and injection rates below the critical rate. Regular well pattern provided longer oil production time at a constant rate until CO2 breakthrough compared to irregular well pattern. It then dropped almost vertically at the same cumulative oil recovery even at higher production rates. However, gravity drainage oil recovery was higher at higher rate combination after CO2 breakthrough. Results also suggested that the regular pattern could result in horizontal CO2 floodfront parallel to the horizontal producers, maintaining reservoir pressure, thus optimizing the oil recovery by additional 2.5% OOIP. Vertical injection and horizontal production wells in both the immiscible and miscible modes provided nearly identical cumulative gravity drainage oil recovery compared to the combination of horizontal injection and production wells in the regular well pattern. This suggests that the type of injection wells may not be a significant factor to impact the CO2-assisted gravity drainage mechanism. Results obtained herein would help in the optimization of CO2-assisted gravity drainage EOR process.

P.S. Jadhawar; H.K. Sarma

2012-01-01T23:59:59.000Z

67

Geomechanical effects on CO{sub 2} leakage through fault zones during large-scale underground injection  

SciTech Connect

The importance of geomechanicsincluding the potential for faults to reactivate during large scale geologic carbon sequestration operationshas recently become more widely recognized. However, notwithstanding the potential for triggering notable (felt) seismic events, the potential for buoyancy-driven CO{sub 2} to reach potable groundwater and the ground surface is actually more important from public safety and storage-efficiency perspectives. In this context, this work extends the previous studies on the geomechanical modeling of fault responses during underground carbon dioxide injection, focusing on the short-term integrity of the sealing caprock, and hence on the potential for leakage of either brine or CO{sub 2} to reach the shallow groundwater aquifers during active injection. We consider stress/strain-dependent permeability and study the leakage through the fault zone as its permeability changes during a reactivation, also causing seismicity. We analyze several scenarios related to the volume of CO{sub 2} injected (and hence as a function of the overpressure), involving both minor and major faults, and analyze the profile risks of leakage for different stress/strain-permeability coupling functions. We conclude that whereas it is very difficult to predict how much fault permeability could change upon reactivation, this process can have a significant impact on the leakage rate. Moreover, our analysis shows that induced seismicity associated with fault reactivation may not necessarily open up a new flow path for leakage. Results show a poor correlation between magnitude and amount of fluid leakage, meaning that a single event is generally not enough to substantially change the permeability along the entire fault length. Consequently, even if some changes in permeability occur, this does not mean that the CO{sub 2} will migrate up along the entire fault, breaking through the caprock to enter the overlying aquifer.

Rinaldi, A.P.; Rutqvist, J.; Cappa, F.

2013-09-01T23:59:59.000Z

68

Modeling Single Well Injection-Withdrawal (SWIW) Tests for Characterization of Complex Fracture-Matrix Systems  

SciTech Connect

The ability to reliably predict flow and transport in fractured porous rock is an essential condition for performance evaluation of geologic (underground) nuclear waste repositories. In this report, a suite of programs (TRIPOLY code) for calculating and analyzing flow and transport in two-dimensional fracture-matrix systems is used to model single-well injection-withdrawal (SWIW) tracer tests. The SWIW test, a tracer test using one well, is proposed as a useful means of collecting data for site characterization, as well as estimating parameters relevant to tracer diffusion and sorption. After some specific code adaptations, we numerically generated a complex fracture-matrix system for computation of steady-state flow and tracer advection and dispersion in the fracture network, along with solute exchange processes between the fractures and the porous matrix. We then conducted simulations for a hypothetical but workable SWIW test design and completed parameter sensitivity studies on three physical parameters of the rock matrix - namely porosity, diffusion coefficient, and retardation coefficient - in order to investigate their impact on the fracture-matrix solute exchange process. Hydraulic fracturing, or hydrofracking, is also modeled in this study, in two different ways: (1) by increasing the hydraulic aperture for flow in existing fractures and (2) by adding a new set of fractures to the field. The results of all these different tests are analyzed by studying the population of matrix blocks, the tracer spatial distribution, and the breakthrough curves (BTCs) obtained, while performing mass-balance checks and being careful to avoid some numerical mistakes that could occur. This study clearly demonstrates the importance of matrix effects in the solute transport process, with the sensitivity studies illustrating the increased importance of the matrix in providing a retardation mechanism for radionuclides as matrix porosity, diffusion coefficient, or retardation coefficient increase. Interestingly, model results before and after hydrofracking are insensitive to adding more fractures, while slightly more sensitive to aperture increase, making SWIW tests a possible means of discriminating between these two potential hydrofracking effects. Finally, we investigate the possibility of inferring relevant information regarding the fracture-matrix system physical parameters from the BTCs obtained during SWIW testing.

Cotte, F.P.; Doughty, C.; Birkholzer, J.

2010-11-01T23:59:59.000Z

69

Carbon Sequestration Partner Initiates Drilling of CO2 Injection Well in  

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

Sequestration Partner Initiates Drilling of CO2 Injection Sequestration Partner Initiates Drilling of CO2 Injection Well in Illinois Basin Carbon Sequestration Partner Initiates Drilling of CO2 Injection Well in Illinois Basin February 17, 2009 - 12:00pm Addthis Washington, D.C. -- The Midwest Geological Sequestration Consortium (MGSC), one of seven regional partnerships created by the U.S. Department of Energy (DOE) to advance carbon sequestration technologies nationwide, has begun drilling the injection well for their large-scale carbon dioxide (CO2) injection test in Decatur, Illinois. The test is part of the development phase of the Regional Carbon Sequestration Partnerships program, an Office of Fossil Energy initiative launched in 2003 to determine the best approaches for capturing and permanently storing gases that can contribute

70

Geology of Injection Well 46A-19RD in the Coso Enhanced Geothermal Systems  

Open Energy Info (EERE)

of Injection Well 46A-19RD in the Coso Enhanced Geothermal Systems of Injection Well 46A-19RD in the Coso Enhanced Geothermal Systems Experiment Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Conference Proceedings: Geology of Injection Well 46A-19RD in the Coso Enhanced Geothermal Systems Experiment Details Activities (1) Areas (1) Regions (0) Abstract: The Coso Geothermal Field is a large, high temperature system located in California on the western edge of the Basin and Range province. Well 46A-19RD, located in the southwestern portion of this field is currently the focus of a DOE-funded Enhanced Geothermal Systems (EGS) project. Petrologic and petrographic investigations of the well show that quartz diorite and granodiorite are dominant lithologies. Dikes of granophyre, containing phenocrysts of plagioclase, potassium feldspar, and

71

NETL: News Release - Frio Formation Test Well Injected With Carbon Dioxide  

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

19, 2004 19, 2004 Frio Formation Test Well Injected With Carbon Dioxide Researchers Perform Small Scale, Short Term Carbon Sequestration Field Test HOUSTON, TX - In the first U.S. field test to investigate the ability of brine formations to store greenhouse gasses, researchers funded by the U.S. Department of Energy are closely monitoring 1,600 tons of carbon dioxide that were injected into a mile-deep well in Texas in October. The test is providing unique data to help investigators understand the viability of geologic sequestration as a means of reducing greenhouse gas emissions. The Frio Brine Pilot experimental site is 30 miles northeast of Houston, in the South Liberty oilfield. Researchers at the University of Texas at Austin's Bureau of Economic Geology drilled a 5,753 foot injection well earlier this year, and developed a nearby observation well to study the ability of the high-porosity Frio sandstone formation to store carbon dioxide.

72

Productivity and injectivity of horizontal wells. Annual report, March 10, 1995--March 9, 1996  

SciTech Connect

The DOE approval for the annual renewal of the research grant to the Stanford Project on the Productivity and Injectivity of Horizontal Wells was received in early March 1995. Project goals include the advanced modeling of horizontal wells; investigation and incorporation of the effects of reservoir heterogeneities; development of improved methods of calculating multi-phase pressure drops within wellbores; development of multi-well models; testing of horizontal well models with field examples; EOR applications; and application studies and their optimization.

Aziz, K.; Hewett, T.

1996-05-01T23:59:59.000Z

73

Two-year survey comparing earthquake activity and injection-well locations in the Barnett Shale, Texas  

Science Journals Connector (OSTI)

...earthquakes occurred near wells with similar injection...seismically quiescent injection wells. It has been recognized...including the production of geothermal energy (3), secondary...occurred near injection wells disposing of fluid wastes...border to the Gulf of Mexico. In Texas, about 25...

Cliff Frohlich

2012-01-01T23:59:59.000Z

74

File:05HIADrillingAndModificationOfWellsForInjectionUsePermit (1).pdf |  

Open Energy Info (EERE)

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75

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

76

Method for cutting steam heat losses during cyclic steam injection of wells. Second quarterly report  

SciTech Connect

The Midway-Sunset Field (CA) is the largest Heavy Oil field in California and steam injection methods have been successfully used for more than 30 years to produce the Heavy Oil from many of its unconsolidated sand reservoirs. In partnership with another DOE/ERIP grantee, our Company has acquired an 80 ac. lease in the SE part of this field, in order to demonstrate our respective technologies in the Monarch sand, of Miocene Age, which is one of the reservoirs targeted by the DOE Class 3 Oil Program. This reservoir contains a 13 API oil, which has a much higher market value, as a Refinery Feedstock, than the 5 to 8 API Vaca Tar, used only as road paving material. This makes it easier to justify the required investment in a vertical well equipped with two horizontal drainholes. The economic viability of such a project is likely to be enhanced if Congress approves the export to Japan of a portion of the 27 API (1% Sulfur) AK North Slope oil, which currently is landed in California in preference to lighter and sweeter Far East imported crudes. This is a major cause of the depressed prices for California Heavy Oil in local refineries, which have reduced the economic viability of all EOR methods, including steam injection, in California. Two proposals, for a Near-Term (3 y.) and for a Mid-Term (6 y.) project respectively, were jointly submitted to the DOE for Field Demonstration of the Partners` new technologies under the DOE Class 3 Oil Program. The previous design of a special casing joint for the Oxnard field well was reviewed and adapted to the use of existing Downhole Hardware components from three suppliers, instead of one. The cost of drilling and completion of a well equipped with two horizontal drainholes was re-evaluated for the conditions prevailing in the Midway Sunset field, which are more favorable than in the Oxnard field, leading to considerable reductions in drilling rig time and cost.

Not Available

1994-08-01T23:59:59.000Z

77

Diffusion injected multi-quantum well light-emitting diode structure  

SciTech Connect

The attention towards light-emitting diode (LED) structures based on nanowires, surface plasmon coupled LEDs, and large-area high-power LEDs has been increasing for their potential in increasing the optical output power and efficiency of LEDs. In this work we demonstrate an alternative way to inject charge carriers into the active region of an LED, which is based on completely different current transport mechanism compared to conventional current injection approaches. The demonstrated structure is expected to help overcoming some of the challenges related to current injection with conventional structures. A functioning III-nitride diffusion injected light-emitting diode structure, in which the light-emitting active region is located outside the pn-junction, is realized and characterized. In this device design, the charge carriers are injected into the active region by bipolar diffusion, which could also be utilized to excite otherwise challenging to realize light-emitting structures.

Riuttanen, L., E-mail: lauri.riuttanen@aalto.fi; Nyknen, H.; Svensk, O.; Suihkonen, S.; Sopanen, M. [Department of Micro- and Nanosciences, Aalto University, P.O. Box 13500, FI-00076 Aalto (Finland); Kivisaari, P.; Oksanen, J.; Tulkki, J. [Department of Biomedical Engineering and Computational Science, Aalto University, P.O. Box 12200, FI-00076 Aalto (Finland)

2014-02-24T23:59:59.000Z

78

Nevada Production and Injection Well Data for Facilities with Flash Steam Plants  

SciTech Connect

Files contain a summary of the production and injection data submitted by the geothermal operators to the Nevada Bureau of Mines and Geology over the period from 1985 thru 2009

Mines, Greg

2014-03-26T23:59:59.000Z

79

FLOW AND REACTIVE TRANSPORT IN POROUS MEDIA INDUCED BY WELL INJECTION: SIMILARITY SOLUTION  

E-Print Network (OSTI)

with radius '' ? 0. Figure 1. Injection of contaminant into the soil (N = 2). *Delft University of Technology and Stochastics, Hausvogteiplatz 5­7, D­O­1086 Berlin, GERMANY. #12; The water flow regime is characterized by flushing with clean water. As the analysis of both cases is substantially different, we will restrict here

80

Thermal single-well injection-withdrawal tracer tests for determining fracture-matrix heat transfer area  

SciTech Connect

Single-well injection-withdrawal (SWIW) tracer tests involve injection of traced fluid and subsequent tracer recovery from the same well, usually with some quiescent time between the injection and withdrawal periods. SWIW are insensitive to variations in advective processes that arise from formation heterogeneities, because upon withdrawal, fluid parcels tend to retrace the paths taken during injection. However, SWIW are sensitive to diffusive processes, such as diffusive exchange of conservative or reactive solutes between fractures and rock matrix. This paper focuses on SWIW tests in which temperature itself is used as a tracer. Numerical simulations demonstrate the sensitivity of temperature returns to fracture-matrix interaction. We consider thermal SWIW response to the two primary reservoir improvements targeted with stimulation, (1) making additional fractures accessible to injected fluids, and (2) increasing the aperture and permeability of pre-existing fractures. It is found that temperature returns in SWIW tests are insensitive to (2), while providing a strong signal of more rapid temperature recovery during the withdrawal phase for (1).

Pruess, K.; Doughty, C.

2010-01-15T23:59:59.000Z

Note: This page contains sample records for the topic "underground injection wells" 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

Temperature histories in geothermal wells: survey of rock thermomechanical properties and drilling, production, and injection case studies  

SciTech Connect

Thermal and mechanical properties for geothermal formations are tabulated for a range of temperatures and stress conditions. Data was obtained from the technical literature and direct contacts with industry. Thermal properties include heat capacity, conductivity, and diffusivity. Undisturbed geothermal profiles are also presented. Mechanical properties include Youngs modulus and Poisson ratio. GEOTEMP thermal simulations of drilling, production and injection are reported for two geothermal regions, the hot dry rock area near Los Alamos and the East Mesa field in the Imperial Valley. Actual drilling, production, and injection histories are simulated. Results are documented in the form of printed GEOTEMP output and plots of temperatures versus depth, radius, and time. Discussion and interpretation of the results are presented for drilling and well completion design to determine: wellbore temperatures during drilling as a function of depth; bit temperatures over the drilling history; cement temperatures from setting to the end of drilling; and casing and formation temperatures during drilling, production, and injection.

Goodman, M.A.

1981-07-01T23:59:59.000Z

82

Measuring resistivity changes from within a first cased well to monitor fluids injected into oil bearing geological formations from a second cased well while passing electrical current between the two cased wells  

DOE Patents (OSTI)

A.C. current is conducted through geological formations separating two cased wells in an oil field undergoing enhanced oil recovery operations such as water flooding operations. Methods and apparatus are disclosed to measure the current leakage conducted into a geological formation from within a first cased well that is responsive to fluids injected into formation from a second cased well during the enhanced oil production activities. The current leakage and apparent resistivity measured within the first cased well are responsive to fluids injected into formation from the second cased well provided the distance of separation between the two cased wells is less than, or on the order of, a Characteristic Length appropriate for the problem.

Vail, W.B. III.

1993-02-16T23:59:59.000Z

83

Productivity and injectivity of horizontal wells. Annual report, March 10, 1993--March 9, 1994  

SciTech Connect

In this report, the investigators review a range of reservoir scenarios in which horizontal wells can be advantageous and discuss some of the modeling problems associated with calculating well connection factors, productivity indices, coning behavior and well two-phase pressure drops. We show illustrative coning calculations and the implications of the well model on distribution of post-breakthrough gas saturations. Such calculations then open up the possibility of determining optimal recompletion strategies and/or additional hydraulic fracturing.

Fayers, F.J.; Aziz, K.; Hewett, T.A.; Arbabi, S.

1994-10-01T23:59:59.000Z

84

Downward two-phase flow effects in heat-loss and pressure-drop modeling of steam injection wells  

SciTech Connect

Modelling of the pressure drop and heat loss in steam injection wells has undergone a gradual evolution since the heavy interest in enhanced oil recovery by steam injection in the mid-60's. After briefly reviewing the evolution of steam models this paper presents a model which advances the state-of-the-art of steam modelling. The main advance presented in this paper is modelling the effects of the various flow regimens that occur during steam injection. The paper describes the formulation of a two-phase downward vertical flow pressure drop model which is not limited by the ''no-slip'' homogeneous flow assumptions in most previously published models. By using different correlations for mist, bubble, and slug flow, improved pressure drop calculations result, which in turn improve temperature predictions. The paper describes how the model handles temperature predictions differently in the single and two-phase steam flow situations. The paper also describes special features in the model to account for layered soil properties, soil dry out, cyclic injection, coupling heat losses, and reflux boiling in wet annuli. Two examples problems are presented which illustrate some of these features.

Galate, J.W.; Mitchell, R.F.

1985-03-01T23:59:59.000Z

85

Productivity and injectivity of horizontal wells. Annual report, March 10, 1996--March 9, 1997  

SciTech Connect

Progress is reported on the following tasks: advanced modeling of horizontal wells; heterogeneous effects of reservoirs; development of improved methods for calculating multi-phase pressure drops within the wellbore; pseudo-functions; development of multi-well models;testing of HW models with field examples; enhanced oil recovery applications; and application studies and their optimization.

Aziz, K.; Hewett, T.A.; Arbabi, S.; Smith, M.

1997-06-01T23:59:59.000Z

86

An Analytical Model for Simulating Heavy-Oil Recovery by Cyclic Steam Injection Using Horizontal Wells, SUPRI TR-118  

SciTech Connect

In this investigation, existing analytical models for cyclic steam injection and oil recovery are reviewed and a new model is proposed that is applicable to horizontal wells. A new flow equation is developed for oil production during cyclic steaming of horizontal wells. The model accounts for the gravity-drainage of oil along the steam-oil interface and through the steam zone. Oil viscosity, effective permeability, geometry of the heated zone, porosity, mobile oil saturation, and thermal diffusivity of the reservoir influence the flow rate of oil in the model. The change in reservoir temperature with time is also modeled, and it results in the expected decline in oil production rate during the production cycle as the reservoir cools. Wherever appropriate, correlations and incorporated to minimize data requirements. A limited comparison to numerical simulation results agrees well, indicating that essential physics are successfully captured. Cyclic steaming appears to be a systematic met hod for heating a cold reservoir provided that a relatively uniform distribution of steam is obtained along the horizontal well during injection. A sensitivity analysis shows that the process is robust over the range of expected physical parameters.

Diwan, Utpal; Kovscek, Anthony R.

1999-08-09T23:59:59.000Z

87

Productivity and injectivity of horizontal wells. Quarterly report, July 1, 1993--September 30, 1993  

SciTech Connect

A number of research activities have been carried out in the last three months. A list outlining these efforts is presented below followed by brief description of each activity in the subsequent sections of this report: (1) The available analytical solutions in the literature for steady state critical rates of horizontal wells are examined. Application of these methods to a cresting example show significant uncertainties in prediction of critical rates. (2) Sensitivity computations have been run for evaluating the effects of shale distribution on the performance of horizontal wells in heterogeneous reservoirs. (3) A number of single phase (water and oil) and two-phase (water and air) experiments have been completed in the Marathon Wellbore Model and the collected data are being analyzed. (4) A presentation of our project was given in the International Technology Forum DEA-44/67 on Horizontal, Slimhole, and Coiled Tubing, held by Maurer. (5) Our draft review report entitled ``Opportunities for Horizontal Wells and Problems in Predicting Their Performance`` has been completed.

Fayers, F.J.; Aziz, K.; Hewett, T.A.

1993-12-01T23:59:59.000Z

88

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

89

Thermal single-well injection-withdrawal tracer tests for determining fracture-matrix heat transfer area  

E-Print Network (OSTI)

rates of rocks- to-fluid heat transfer, and thereby thesurface for heat transfer to injected fluids circulating influids, and thereby increase the overall rate of heat transfer

Pruess, K.

2011-01-01T23:59:59.000Z

90

Corrective Action Investigation plan for Corrective Action Unit 546: Injection Well and Surface Releases, Nevada Test Site, Nevada, Revision 0  

SciTech Connect

Corrective Action Unit (CAU) 546 is located in Areas 6 and 9 of the Nevada Test Site, which is approximately 65 miles northwest of Las Vegas, Nevada. Corrective Action Unit 546 is comprised of two Corrective Action Sites (CASs) listed below: 06-23-02, U-6a/Russet Testing Area 09-20-01, Injection Well These sites are being investigated because existing information on the nature and extent of potential contamination is insufficient to evaluate and recommend corrective action alternatives. Additional information will be obtained by conducting a corrective action investigation (CAI) before evaluating corrective action alternatives and selecting the appropriate corrective action for each CAS. The results of the field investigation will support a defensible evaluation of viable corrective action alternatives that will be presented in the Corrective Action Decision Document. The sites will be investigated based on the data quality objectives (DQOs) developed on November 8, 2007, by representatives of the Nevada Division of Environmental Protection and U.S. Department of Energy (DOE), National Nuclear Security Administration Nevada Site Office. The DQO process has been used to identify and define the type, amount, and quality of data needed to develop and evaluate appropriate corrective actions for CAU 546.

Alfred Wickline

2008-03-01T23:59:59.000Z

91

A study of production/injection data from slim holes and large-diameter wells at the Takigami Geothermal Field, Kyushu, Japan  

SciTech Connect

Production and injection data from nine slim holes and sixteen large-diameter wells at the Takigami Geothermal Field, Kyushu, Japan were analyzed in order to establish relationships (1) between injectivity and productivity indices, (2) between productivity/injectivity index and borehole diameter, and (3) between discharge capacity of slim holes and large-diameter wells. Results are compared with those from the Oguni and Sumikawa fields. A numerical simulator (WELBOR) was used to model the available discharge rate from Takigami boreholes. The results of numerical modeling indicate that the flow rate of large-diameter geothermal production wells with liquid feedzones can be predicted using data from slim holes. These results also indicate the importance of proper well design.

Garg, S.K. [Maxwell Federal Div., Inc., San Diego, CA (United States)] [Maxwell Federal Div., Inc., San Diego, CA (United States); Combs, J. [Geo-Hills Associates, Los Altos Hills, CA (United States)] [Geo-Hills Associates, Los Altos Hills, CA (United States); Azawa, Fumio [Idemitsu Kosan Co. Ltd., Tokyo (Japan)] [Idemitsu Kosan Co. Ltd., Tokyo (Japan); Gotoh, Hiroki [Idemitsu Oita Geothermal Co. Ltd., Oita (Japan)] [Idemitsu Oita Geothermal Co. Ltd., Oita (Japan)

1996-11-01T23:59:59.000Z

92

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...

93

Corrective Action Investigation Plan for Corrective Action Unit 335: Area 6 Injection Well and Drain Pit, Nevada Test Site, Nevada  

SciTech Connect

This Corrective Action Investigation Plan contains the U.S. Department of Energy, Nevada Operations Office's approach to collect the data necessary to evaluate corrective action alternatives appropriate for the closure of Corrective Action Unit (CAU) 335, Area 6 Injection Well and Drain Pit, under the Federal Facility Agreement and Consent Order. Corrective Action Unit 335 consists of three Corrective Action Sites (CASs). The CAU is located in the Well 3 Yard in Area 6 at the Nevada Test Site. Historical records indicate that the Drain Pit (CAS 06-23-03) received effluent from truck-washing; the Drums/Oil Waste/Spill (CAS 06-20-01) consisted of four 55-gallon drums containing material removed from the Cased Hole; and the Cased Hole (CAS 06-20-02) was used for disposal of used motor oil, wastewater, and debris. These drums were transported to the Area 5 Hazardous Waste Accumulation Site in July 1991; therefore, they are no longer on site and further investigation or remediation efforts are not required. Consequently, CAS 06-20-01 will be closed with no further action and details of this decision will be described in the Closure Report for this CAU. Any spills that may have been associated with this CAS will be investigated and addressed under CAS 06-20-02. Field investigation efforts will be focused on the two remaining CASs. The scope of the investigation will center around identifying any contaminants of potential concern (COPCs) and, if present, determining the vertical and lateral extent of contamination. The COPCs for the Drain Pit include: total volatile/ semivolatile organic compounds, total petroleum hydrocarbons (gasoline-and diesel-range organics), ethylene glycol monobutyl ether, polychlorinated biphenyls, total Resource Conservation and Recovery Act metals, and radionuclides. The COPCs for the Cased Hole include: total volatile/ semivolatile organic compounds, total petroleum hydrocarbons (diesel-range organics only), and total Resource Conservation an d Recovery Act metals. Both biased surface and subsurface soil sampling will be conducted, augmented by visual inspection, video surveys, and electromagnetic surveys. The results of this field investigation will support a defensible evaluation of corrective action alternatives in the corrective action decision document.

DOE/NV

2000-12-01T23:59:59.000Z

94

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 coal??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: ? 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). ? 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). ? 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). ? 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

95

Numerical simulation study of silica and calcite dissolution around a geothermal well by injecting high pH solutions with chelating agent.  

SciTech Connect

Dissolution of silica, silicate, and calcite minerals in the presence of a chelating agent (NTA) at a high pH has been successfully performed in the laboratory using a high-temperature flow reactor. The mineral dissolution and porosity enhancement in the laboratory experiment has been reproduced by reactive transport simulation using TOUGHREACT. The chemical stimulation method has been applied by numerical modeling to a field geothermal injection well system, to investigate its effectiveness. Parameters from the quartz monzodiorite unit at the Enhanced Geothermal System (EGS) site at Desert Peak (Nevada) were used. Results indicate that the injection of a high pH chelating solution results in dissolution of both calcite and plagioclase minerals, and avoids precipitation of calcite at high temperature conditions. Consequently reservoir porosity and permeability can be enhanced especially near the injection well.

Xu, Tianfu; Rose, Peter; Fayer, Scott; Pruess, Karsten

2009-02-01T23:59:59.000Z

96

Cross-well seismic waveform tomography for monitoring CO2 injection: a case study from the Ketzin Site, Germany  

Science Journals Connector (OSTI)

......mechanical energy that is generated...of seismic energy in a frequency band of 350-3500...amplitude response of a TC12...Monitoring CO2 response on surface...on-shore CO2 storage site at Ketzin...injection, Energy Procedia...1990. Frequency domain elastic......

Fengjiao Zhang; Christopher Juhlin; Calin Cosma; Ari Tryggvason; R. Gerhard Pratt

2012-04-01T23:59:59.000Z

97

Management of dry flue gas desulfurization by-products in underground mines. Quarterly report, August 1--October 31, 1997  

SciTech Connect

The objective of this project was to develop and demonstrate two technologies for the placement of coal combustion by-products in abandoned underground coal mines, and to assess the environmental impact of these technologies for the management of CCB materials. The two technologies for the underground placement that were to be developed and demonstrated are: (1) pneumatic placement using virtually dry CCB products, and (2) hydraulic placement using a paste mixture of CCB products with about 70% solids. The period covered by this report is the second quarter of Phase 3 of the overall program. During this period over 8,000 tons of CCB mixtures was injected using the hydraulic paste technology. This amount of material virtually filled the underground opening around the injection well, and was deemed sufficient to demonstrate fully the hydraulic injection technology. By the end of this quarter about 2,000 tons of fly ash had been placed underground using the pneumatic placement technology. While the rate of injection of about 50 tons per hour met design criteria, problems were experienced in the delivery of fly ash to the pneumatic demonstration site. The source of the fly ash, the Archer Daniels Midland Company power plant at Decatur, Illinois is some distance from the demonstration site, and often sufficient tanker trucks are not available to haul enough fly ash to fully load the injection equipment. Further, on some occasions fly ash from the plant was not available. The injection well was plugged three times during the demonstration. This typically occurred due to cementation of the FBC ash in contact with water. After considerable deliberations and in consultation with the technical project officer, it was decided to stop further injection of CCB`s underground using the developed pneumatic technology.

Chugh, Y.P.

1997-12-31T23:59:59.000Z

98

DESIGN AND IMPLEMENTATION OF A CO2 FLOOD UTILIZING ADVANCED RESERVOIR CHARACTERIZATION AND HORIZONTAL INJECTION WELLS IN A SHALLOW SHELF CARBONATE APPROACHING WATERFLOOD DEPLETION  

SciTech Connect

The purpose of this project was to economically design an optimum carbon dioxide (CO{sub 2}) flood for a mature waterflood nearing its economic abandonment. The original project utilized advanced reservoir characterization and CO{sub 2} horizontal injection wells as the primary methods to redevelop the South Cowden Unit (SCU). The development plans; project implementation and reservoir management techniques were to be transferred to the public domain to assist in preventing premature abandonment of similar fields. The Unit was a mature waterflood with water cut exceeding 95%. Oil must be mobilized through the use of a miscible or near-miscible fluid to recover significant additional reserves. Also, because the unit was relatively small, it did not have the benefit of economies of scale inherent in normal larger scale projects. Thus, new and innovative methods were required to reduce investment and operating costs. Two primary methods used to accomplish improved economics were use of reservoir characterization to restrict the flood to the higher quality rock in the unit and use of horizontal injection wells to cut investment and operating costs. The project consisted of two budget phases. Budget Phase I started in June 1994 and ended late June 1996. In this phase Reservoir Analysis, Characterization Tasks and Advanced Technology Definition Tasks were completed. Completion enabled the project to be designed, evaluated, and an Authority for Expenditure (AFE) for project implementation submitted to working interest owners for approval. Budget Phase II consisted of the implementation and execution of the project in the field. Phase II was completed in July 2001. Performance monitoring, during Phase II, by mid 1998 identified the majority of producing wells which under performed their anticipated withdrawal rates. Newly drilled and re-activated wells had lower offtake rates than originally forecasted. As a result of poor offtake, higher reservoir pressure was a concern for the project as it limited CO{sub 2} injectivity. To reduce voidage balance, and reservoir pressure, a disposal well was therefore drilled. Several injection surveys indicated the CO{sub 2} injection wells had severe conformance issues. After close monitoring of the project to the end of 1999, it was evident the project would not recover the anticipated tertiary reserves. The main reasons for under-performance were poor in zone CO{sub 2} injection into the upper San Andres layers, poorer offtake rates from newly drilled replacement wells and a higher than required reservoir pressure. After discussion internally within Phillips, externally with the Department of Energy (DOE) and SCU partners, a redevelopment of South Cowden was agreed upon to commence in year 2000. The redevelopment essentially abandoned the original development for Budget Phase II in favor of a revised approach. This involved conformance techniques to resolve out of zone CO{sub 2} injection and use of horizontal wells to improve in zone injectivity and productivity. A phased approach was used to ensure short radius lateral drilling could be implemented effectively at South Cowden. This involved monitoring drilling operations and then production response to determine if larger investments during the second phase were justified. Redevelopment Phase 1 was completed in May 2000. It was deemed a success in regard to finding suitable/cost-effective technology for drilling horizontal laterals and finding a technique that could sustain long-term productivity from the upper layers of the San Andres reservoir. Four existing vertical producing wells were isolated from their existing completions and sidetracked with horizontal laterals into the upper layers of the San Andres. Overall average offtake rates for the four wells increased by a factor of 12 during the first four months after completion of Phase 1. Phase 2 of the redevelopment focused on current CO{sub 2} vertical injection wells. Techniques were applied to resolve near well conformance concerns and then either single or dual laterals were dril

K.J. Harpole; Ed G. Durrett; Susan Snow; J.S. Bles; Carlon Robertson; C.D. Caldwell; D.J. Harms; R.L. King; B.A. Baldwin; D. Wegener; M. Navarrette

2002-09-01T23:59:59.000Z

99

Development of a Well Intervention Toolkit to Analyze Initial Wellbore Conditions and Evaluate Injection Pressures, Flow Path, Well Kill, and Plugging Procedures  

E-Print Network (OSTI)

Target Well ?? Bubble velocity, m/sec ?? Mean gas velocity ?? Homogeneous velocity ?? Gas-bubble slip velocity Vgas Gas volume in standard condition, scf Xg Influx volume, ft 3 Xm Mud volume, ft 3 Voil Oil volume in stock tank condition...; ?? = ???? ???? , ................................................................................................................. (2.32) Where; Rs = solution gas-oil ratio, scf/stb Vgas = gas volume in standard condition, scf Voil = Oil volume in stock tank condition, stb At pressures above the bubble point, the solution GOR remains constant. Below the bubble point...

Paknejad, Amir S

2009-08-03T23:59:59.000Z

100

Productivity and injectivity of horizontal wells. Annual report for the period, March 10, 1994--March 9, 1995  

SciTech Connect

Contents of this annual report include the following: (1) detailed well model for reservoir simulation--task 1; (2) comparative aspects of coning behavior in vertical and horizontal wells--task 1; (3) skin factor calculations for vertical, deviated, and horizontal wells--task 2; (4) a dissipation-based coarse grid system and its application to the scaleup of two phase problems--tasks 2 and 4; (5) analyses of experiments at Marathon Oil Company--task 3; (6) development of mechanistic model for multiphase flow in horizontal wells--task 3; and (7) sensitivity studies of wellbore friction and inflow for a horizontal well--task 8.

Fayers, F.J.

1995-07-01T23:59:59.000Z

Note: This page contains sample records for the topic "underground injection wells" 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

Design and Implementation of a CO2 Flood Utilizing Advanced Reservoir Characterization and Horizontal Injection Wells In a Shallow Shelf Carbonate Approaching Waterflood Depletion, Class II  

SciTech Connect

The purpose of this project was to economically design an optimum carbon dioxide (CO2) flood for a mature waterflood nearing its economic abandonment. The original project utilized advanced reservoir characterization and CO2 horizontal injection wells as the primary methods to redevelop the South Cowden Unit (SCU). The development plans; project implementation and reservoir management techniques were to be transferred to the public domain to assist in preventing premature abandonment of similar fields.

Wier, Don R. Chimanhusky, John S.; Czirr, Kirk L.; Hallenbeck, Larry; Gerard, Matthew G.; Dollens, Kim B.; Owen, Rex; Gaddis, Maurice; Moshell, M.K.

2002-11-18T23:59:59.000Z

102

Number of Producing Gas Wells (Summary)  

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

Count) Count) Data Series: Wellhead Price Imports Price Price of Imports by Pipeline Price of LNG Imports Exports Price Price of Exports by Pipeline Price of LNG Exports 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:

103

Electrical spin injection into InGaAs/GaAs quantum wells: A comparison between MgO tunnel barriers grown by sputtering and molecular beam epitaxy methods  

SciTech Connect

An efficient electrical spin injection into an InGaAs/GaAs quantum well light emitting diode is demonstrated thanks to a CoFeB/MgO spin injector. The textured MgO tunnel barrier is fabricated by two different techniques: sputtering and molecular beam epitaxy. The maximal spin injection efficiency is comparable for both methods. Additionally, the effect of annealing is also investigated for the two types of samples. Both samples show the same trend: an increase of the electroluminescence circular polarization (P{sub c}) with the increase of annealing temperature, followed by a saturation of P{sub c} beyond 350?C annealing. Since the increase of P{sub c} starts well below the crystallization temperature of the full CoFeB bulk layer, this trend could be mainly due to an improvement of chemical structure at the top CoFeB/MgO interface. This study reveals that the control of CoFeB/MgO interface is essential for an optimal spin injection into semiconductor.

Barate, P.; Zhang, T. T.; Vidal, M.; Renucci, P.; Marie, X.; Amand, T. [Universit de Toulouse, INSA-CNRS-UPS, LPCNO, 135 avenue de Rangueil, 31077 Toulouse (France); Liang, S.; Devaux, X.; Hehn, M.; Mangin, S.; Lu, Y., E-mail: yuan.lu@univ-lorraine.fr [Institut Jean Lamour, UMR 7198, CNRS-Nancy Universit, BP 239, 54506 Vandoeuvre (France); Frougier, J.; Jaffrs, H.; George, J. M. [Unit Mixte de Physique CNRS/Thales and Universit Paris-Sud 11, 1 avenue A. Fresnel, 91767 Palaiseau (France); Xu, B.; Wang, Z. [Key Laboratory of Semiconductor Materials Science, Institute of Semiconductors, Chinese Academy of Sciences, P. O. Box 912, Beijing 100083 (China); Zheng, Y. [Institut des NanoSciences de Paris, UPMC, CNRS UMR 7588, 4 place Jussieu, 75005 Paris (France); Tao, B. [Institut Jean Lamour, UMR 7198, CNRS-Nancy Universit, BP 239, 54506 Vandoeuvre (France); Beijing National Laboratory for Condensed Matter Physics, Institute of Physics, Chinese Academy of Sciences, P.O. Box 603, Beijing 100190 (China); Han, X. F. [Beijing National Laboratory for Condensed Matter Physics, Institute of Physics, Chinese Academy of Sciences, P.O. Box 603, Beijing 100190 (China)

2014-07-07T23:59:59.000Z

104

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

105

A Study of Production/Injection Data from Slim Holes and Large-Diameter Wells at the Okuaizu Geothermal Field, Tohoku, Japan  

SciTech Connect

Discharge from the Okuaizu boreholes is accompanied by in situ boiling. Analysis of cold-water injection and discharge data from the Okuaizu boreholes indicates that the two-phase productivity index is about an order of magnitude smaller than the injectivity index. The latter conclusion is in agreement with analyses of similar data from Oguni, Sumikawa, and Kirishima geothermal fields. A wellbore simulator was used to examine the effect of borehole diameter on the discharge capacity of geothermal boreholes with two-phase feedzones. Based on these analyses, it appears that it should be possible to deduce the discharge characteristics of largediameter wells using test data from slim holes with two-phase feeds.

Renner, Joel Lawrence; Garg, Sabodh K.; Combs, Jim

2002-06-01T23:59:59.000Z

106

Bachaquero-01 reservoir, Venezuela-increasing oil production by switching from cyclic steam injection to steamflooding using horizontal wells  

E-Print Network (OSTI)

, existing and two new vertical producers): schematic diagrams showing grid dimensions, well locations and completion intervals. . . . . 106 XVI F1GURE Page 5. 20 Area LL3343, Case 4 (cyclic steaming ? horizontal well producer, existing and two new... and contains an OOIP of 7. 037 BSTB. The oil has an oil gravity of 11. 7 degrees API with a viscosity of 635 cp at initial reservoir conditions of 1, 360 psia and 128'F. Currently the reservoir produces 36 MSTB/D oil. Structurally, the reservoir is a simple...

Rodriguez, Manuel Gregorio

2012-06-07T23:59:59.000Z

107

Drilling Waste Management Fact Sheet: Slurry Injection of Drilling Wastes  

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

Slurry Injection Slurry Injection Fact Sheet - Slurry Injection of Drilling Wastes Underground Injection of Drilling Wastes Several different approaches are used for injecting drilling wastes into underground formations for permanent disposal. Salt caverns are described in a separate fact sheet. This fact sheet focuses on slurry injection technology, which involves grinding or processing solids into small particles, mixing them with water or some other liquid to make a slurry, and injecting the slurry into an underground formation at pressures high enough to fracture the rock. The process referred to here as slurry injection has been given other designations by different authors, including slurry fracture injection (this descriptive term is copyrighted by a company that provides slurry injection services), fracture slurry injection, drilled cuttings injection, cuttings reinjection, and grind and inject.

108

Corrective Action Investigation Plan for Corrective Action Unit 219: Septic Systems and Injection Wells, Nevada Test Site, Nevada, Rev. No.: 0  

SciTech Connect

The Corrective Action Investigation Plan for Corrective Action Unit 219, Septic Systems and Injection Wells, has been developed in accordance with the ''Federal Facility Agreement and Consent Order'' (1996) that was agreed to by the State of Nevada, the U.S. Department of Energy, and the U.S. Department of Defense. The purpose of the investigation is to ensure that adequate data are collected to provide sufficient and reliable information to identify, evaluate, and select technically viable corrective actions. Corrective Action Unit 219 is located in Areas 3, 16, and 23 of the Nevada Test Site, which is 65 miles northwest of Las Vegas, Nevada. Corrective Action Unit 219 is comprised of the six Corrective Action Sites (CASs) listed below: (1) 03-11-01, Steam Pipes and Asbestos Tiles; (2) 16-04-01, Septic Tanks (3); (3) 16-04-02, Distribution Box; (4) 16-04-03, Sewer Pipes; (5) 23-20-01, DNA Motor Pool Sewage and Waste System; and (6) 23-20-02, Injection Well. These sites are being investigated because existing information on the nature and extent of potential contamination is insufficient to evaluate and recommend corrective action alternatives. Additional information will be obtained by conducting a corrective action investigation prior to evaluating corrective action alternatives and selecting the appropriate corrective action for each CAS. The results of the field investigation will support a defensible evaluation of viable corrective action alternatives that will be presented in the Corrective Action Decision Document.

David A. Strand

2005-01-01T23:59:59.000Z

109

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

110

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 worlds 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

111

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

112

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

113

Corrective Action Decision Document/Closure Report for Corrective Action Unit 219: Septic Systems and Injection Wells, Nevada Test Site, Nevada, Rev. No.: 0  

SciTech Connect

This Corrective Action Decision Document/Closure Report has been prepared for Corrective Action Unit (CAU) 219, Septic Systems and Injection Wells, in Areas 3, 16, and 23 of the Nevada Test Site, Nevada, in accordance with the ''Federal Facility Agreement and Consent Order'' (1996). Corrective Action Unit 219 is comprised of the following corrective action sites (CASs): (1) 03-11-01, Steam Pipes and Asbestos Tiles; (2) 16-04-01, Septic Tanks (3); (3) 16-04-02, Distribution Box; (4) 16-04-03, Sewer Pipes; (5) 23-20-01, DNA Motor Pool Sewage and Waste System; and (6) 23-20-02, Injection Well. The purpose of this Corrective Action Decision Document/Closure Report is to provide justification and documentation supporting the recommendation for closure of CAU 219 with no further corrective action beyond the application of a use restriction at CASs 16-04-01, 16-04-02, and 16-04-03. To achieve this, corrective action investigation (CAI) activities were performed from June 20 through October 12, 2005, as set forth in the CAU 219 Corrective Action Investigation Plan and Record of Technical Change No. 1. A best management practice was implemented at CASs 16-04-01, 16-04-02, and 16-04-03, and corrective action was performed at CAS 23-20-01 between January and April 2006. In addition, a use restriction will be applied to CASs 16-04-01, 16-04-02, and 16-04-03 to provide additional protection to Nevada Test Site personnel. The purpose of the CAI was to fulfill the following data needs as defined during the data quality objective (DQO) process: (1) Determine whether contaminants of concern (COCs) are present. (2) If COCs are present, determine their nature and extent. (3) Provide sufficient information and data to complete appropriate corrective actions. The CAU 219 dataset from the investigation results was evaluated based on the data quality indicator parameters. This evaluation demonstrated the quality and acceptability of the dataset for use in fulfilling the DQO data needs. Analytes detected during the CAI were evaluated against final action levels (FALs) established in this document. A Tier 2 evaluation was conducted, and a FAL of 185,000 micrograms per kilogram was calculated for chlordane at CASs 16-04-01, 16-04-02, and 16-04-03 based on an occasional use area exposure scenario. This evaluation of chlordane based on the Tier 2 FAL determined that no FALs were exceeded. Therefore, the DQO data needs were met, and it was determined that no corrective action (based on risk to human receptors) is necessary for the site. The following contaminants were determined to be present at concentrations exceeding their corresponding FALs: (1) The surface soil surrounding the main concrete pad at CAS 23-20-01 contained Aroclor-1254, Aroclor-1260, and chlordane above the FALs. This soil, along with the COCs, was subsequently removed at CAS 23-20-01. (2) The sludge in the concrete box of the catch basin at the large concrete pad at CAS 23-20-01 contained lead and benzo(a)pyrene above the FALs. This contamination was limited to the sludge in the concrete box of the catch basin and did not migrate to the subsurface features beneath it. The contaminated and the concrete box of the catch basin were subsequently recovered at CAS 23-20-01.

David Strand

2006-05-01T23:59:59.000Z

114

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

115

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.

116

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

117

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

118

Annual Report RCRA Post-Closure Monitoring and Inspections for CAU 91: Area 3 U-3fi Injection Well, Nevada Test Site, Nevada, for the period October 2000-October 2001  

SciTech Connect

This annual Neutron Soil Moisture Monitoring report provides an analysis and summary for site inspections, meteorological information, and neutron soil moisture monitoring data obtained at the U-3fi Injection Well during the October 2000 to October 2001 period. The U-3fi Injection Well is located in Area 3 of the Nevada Test Site (NTS), Nye County, Nevada. Inspections of the Area 3 U-3fi Injection Well are conducted to determine and document the physical condition of the concrete pad, facilities, and any unusual conditions that could impact the proper operation of the waste disposal unit closure. The objective of the neutron-logging program is to monitor the soil moisture conditions along the 128-meter (m) (420-ft) ER3-3 monitoring well and detect changes that may be indicative of moisture movement in the regulated interval extending between 73 to 82 m (240 to 270 ft) or to detect changes that may be indicative of subsidence within the disposal unit itself.

D. S. Tobiason

2002-02-01T23:59:59.000Z

119

Dynamic underground stripping: steam and electric heating for in situ decontamination of soils and groundwater  

DOE Patents (OSTI)

A dynamic underground stripping process removes localized underground volatile organic compounds from heterogeneous soils and rock in a relatively short time. This method uses steam injection and electrical resistance heating to heat the contaminated underground area to increase the vapor pressure of the contaminants, thus speeding the process of contaminant removal and making the removal more complete. The injected steam passes through the more permeable sediments, distilling the organic contaminants, which are pumped to the surface. Large electrical currents are also applied to the contaminated area, which heat the impermeable subsurface layers that the steam has not penetrated. The condensed and vaporized contaminants are withdrawn by liquid pumping and vacuum extraction. The steam injection and electrical heating steps are repeated as necessary. Geophysical imaging methods can be used to map the boundary between the hot, dry, contamination-free underground zone and the cool, damp surrounding areas to help monitor the dynamic stripping process. 4 figs.

Daily, W.D.; Ramirez, A.L.; Newmark, R.L.; Udell, K.; Buetnner, H.M.; Aines, R.D.

1995-09-12T23:59:59.000Z

120

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

Note: This page contains sample records for the topic "underground injection wells" 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

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

122

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...

123

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

124

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

125

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

126

Optimization of Injection Scheduling in  

E-Print Network (OSTI)

SGP-TR-I12 Optimization of Injection Scheduling in Geothermal Fields James Lovekin May 1987&injection optimization problem is broke$ into two subpmbkm:(1) choosing a configuration of injectorsfrom an existing set is defined as the fieldwide break- through lindex, B. Injection is optimized by choosing injection wells

Stanford University

127

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

128

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...

129

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...

130

Injectivity Test | Open Energy Information  

Open Energy Info (EERE)

Injectivity Test Injectivity Test Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Technique: Injectivity Test Details Activities (7) Areas (6) Regions (0) NEPA(1) Exploration Technique Information Exploration Group: Downhole Techniques Exploration Sub Group: Well Testing Techniques Parent Exploration Technique: Well Testing Techniques Information Provided by Technique Lithology: Stratigraphic/Structural: Hydrological: Permeability of the well Thermal: Dictionary.png Injectivity Test: A well testing technique conducted upon completion of a well. Water is pumped into the well at a constant rate until a stable pressure is reached then the pump is turned off and the rate at which pressure decreases is measured. The pressure measurements are graphed and well permeability can

131

EVALUATIONS OF RADIONUCLIDES OF URANIUM, THORIUM, AND RADIUM ASSOCIATED WITH PRODUCED FLUIDS, PRECIPITATES, AND SLUDGES FROM OIL, GAS, AND OILFIELD BRINE INJECTION WELLS IN MISSISSIPPI  

SciTech Connect

Naturally occurring radioactive materials (NORM) are known to be produced as a byproduct of hydrocarbon production in Mississippi. The presence of NORM has resulted in financial losses to the industry and continues to be a liability as the NORM-enriched scales and scale encrusted equipment is typically stored rather than disposed of. Although the NORM problem is well known, there is little publically available data characterizing the hazard. This investigation has produced base line data to fill this informational gap. A total of 329 NORM-related samples were collected with 275 of these samples consisting of brine samples. The samples were derived from 37 oil and gas reservoirs from all major producing areas of the state. The analyses of these data indicate that two isotopes of radium ({sup 226}Ra and {sup 228}Ra) are the ultimate source of the radiation. The radium contained in these co-produced brines is low and so the radiation hazard posed by the brines is also low. Existing regulations dictate the manner in which these salt-enriched brines may be disposed of and proper implementation of the rules will also protect the environment from the brine radiation hazard. Geostatistical analyses of the brine components suggest relationships between the concentrations of {sup 226}Ra and {sup 228}Ra, between the Cl concentration and {sup 226}Ra content, and relationships exist between total dissolved solids, BaSO{sub 4} saturation and concentration of the Cl ion. Principal component analysis points to geological controls on brine chemistry, but the nature of the geologic controls could not be determined. The NORM-enriched barite (BaSO{sub 4}) scales are significantly more radioactive than the brines. Leaching studies suggest that the barite scales, which were thought to be nearly insoluble in the natural environment, can be acted on by soil microorganisms and the enclosed radium can become bioavailable. This result suggests that the landspreading means of scale disposal should be reviewed. This investigation also suggests 23 specific components of best practice which are designed to provide a guide to safe handling of NORM in the hydrocarbon industry. The components of best practice include both worker safety and suggestions to maintain waste isolation from the environment.

Charles Swann; John Matthews; Rick Ericksen; Joel Kuszmaul

2004-03-01T23:59:59.000Z

132

Management of dry gas desulfurization by-products in underground mines. Quarterly report, October 1--December 31, 1996  

SciTech Connect

The objective is to develop and demonstrate two technologies for the placement of coal combustion by-products in abandoned underground coal mines, and to assess the environmental impact of these technologies for the management of coal combustion by-products. The two technologies for the underground placement that will be developed and demonstrated are: (1) pneumatic placement using virtually dry coal combustion by-products, and (2) hydraulic placement using a paste mixture of combustion by-products with about 70% solids. Phase 2 of the overall program began April 1, 1996. The principal objective of Phase 2 is to develop and fabricate the equipment for both the pneumatic and hydraulic placement technologies, and to conduct a limited, small-scale shakedown test of the pneumatic and hydraulic placement equipment. The shakedown test originally was to take place on the surface, in trenches dug for the tests. However, after a thorough study it was decided, with the concurrence of DOE-METC, to drill additional injection wells and conduct the shakedown tests underground. This will allow a more thorough test of the placement equipment.

NONE

1996-12-31T23:59:59.000Z

133

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

134

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

135

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

136

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

137

Alabama Natural Gas Injections into Underground Storage (Million Cubic  

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1994 8 12 26 71 106 95 103 93 85 55 25 14 1995 0 122 0 0 44 42 41 252 592 156 24 101 1996 231 185 141 192 390 670 318 395 440 166 63 160 1997 297 101 63 168 271 161 108 286 262 251 27 27 1998 26 0 81 245 188 623 25 203 139 613 76 0 1999 0 0 14 645 547 213 333 202 459 0 166 67 2000 48 534 44 51 232 606 166 0 0 42 12 286 2001 411 304 85 323 207 618 250 293 370 414 529 109 2002 711 278 182 349 240 54 357 139 106 318 515 536 2003 242 818 564 938 1,089 821 970 633 1,283 1,128 606 1,098 2004 201 619 736 845 1,429 1,595 571 894 1,718 3,022 636 468 2005 976 1,778 917 855 1,230 797 1,687 804 2,301 2,019 1,364 845

138

Injections of Natural Gas into Underground Storage - All Operators  

Gasoline and Diesel Fuel Update (EIA)

Monthly Annual Monthly Annual Download Series History Download Series History Definitions, Sources & Notes Definitions, Sources & Notes Show Data By: Data Series Area May-13 Jun-13 Jul-13 Aug-13 Sep-13 Oct-13 View History U.S. 466,852 440,062 373,435 371,989 420,828 339,960 1973-2013 Alaska 1,065 1,131 977 1,518 1,981 1,627 2013-2013 Lower 48 States 465,787 438,931 372,458 370,471 418,848 338,332 2011-2013 Alabama 2,058 1,226 2,464 1,142 1,743 896 1994-2013 Arkansas 515 402 406 433 204 110 1990-2013 California 36,229 28,781 15,933 13,891 20,028 14,296 1990-2013 Colorado 5,575 7,902 8,359 10,862 9,051 8,258 1990-2013 Illinois 28,662 35,608 33,014 36,051 39,558 35,792 1990-2013 Indiana 2,204 2,677 2,868 3,774 5,015 3,670 1990-2013

139

Colorado Natural Gas Injections into Underground Storage (Million Cubic  

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 538 235 252 265 1,274 4,266 6,279 5,212 5,012 1,957 1,734 650 1991 992 654 483 61 2,494 3,876 4,219 4,449 5,296 3,296 2,611 2,153 1992 0 301 61 53 158 2,168 4,187 6,308 5,942 2,708 395 779 1993 1,476 514 1,328 277 3,434 5,426 4,400 5,097 4,898 19,867 1,773 2,642 1994 349 561 1,525 594 6,187 1,887 5,096 5,311 5,305 1,318 1,652 1,401 1995 1,508 1,548 1,831 1,379 3,769 6,416 6,446 4,716 4,341 2,877 3,680 1,206 1996 1,050 3,496 1,026 1,484 3,363 5,288 5,602 4,106 4,955 2,693 2,316 2,429 1997 1,773 489 1,563 1,182 6,370 5,785 6,044 5,081 5,610 3,253 1,570 669 1998 884 80 2,100 615 6,732 4,651 4,354 6,274 6,162 3,100 3,713 1,125

140

Kentucky Natural Gas Injections into Underground Storage (Million Cubic  

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 3,591 7,852 5,644 4,269 4,991 5,462 7,829 7,379 7,268 5,324 3,591 2,996 1991 1,910 2,777 4,468 4,883 2,671 3,345 5,395 4,818 4,660 4,074 4,315 4,110 1992 5,509 3,635 2,314 2,151 1,697 2,787 4,724 4,202 5,539 10,882 3,272 2,656 1993 1,967 990 928 2,687 7,049 7,985 7,838 5,873 7,014 3,907 1,397 482 1994 431 928 1,526 6,100 10,571 9,346 9,742 7,138 4,696 4,684 3,438 1,230 1995 1,189 478 2,868 4,780 13,288 7,749 8,687 5,375 6,889 4,882 1,009 1,369 1996 625 2,061 2,137 2,635 6,489 14,262 13,389 10,275 8,975 4,913 1,788 1,948 1997 1,674 1,585 1,826 3,461 8,209 9,043 7,464 6,799 8,296 5,231 2,932 553

Note: This page contains sample records for the topic "underground injection wells" from the National Library of EnergyBeta (NLEBeta).
While these samples are representative of the content of NLEBeta,
they are not comprehensive nor are they the most current set.
We encourage you to perform a real-time search of NLEBeta
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141

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

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 2,095 2,783 8,487 12,731 23,624 20,221 19,895 19,615 18,355 13,780 9,089 3,777 1991 474 569 2,278 13,918 24,470 20,782 18,348 18,211 16,615 12,371 5,205 819 1992 46 383 775 11,319 27,233 30,305 29,147 24,617 16,672 14,358 4,364 790 1993 152 278 1,376 10,017 30,894 32,804 30,187 28,001 26,720 12,055 3,036 109 1994 1,075 1,772 2,164 19,428 30,107 32,303 33,898 27,173 22,437 13,196 7,269 837 1995 617 1,176 1,782 7,066 28,599 32,073 31,206 24,033 18,978 13,053 2,159 608 1996 826 2,927 1,712 16,095 30,586 37,488 36,425 29,901 24,140 15,350 2,100 1,091 1997 1,494 1,211 2,351 11,510 34,696 38,150 34,738 32,628 24,009 15,174 3,656 709

142

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

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 217 15 3 133 1,503 1,503 7,253 6,393 5,871 3,255 768 282 1991 85 0 2,099 2,224 2,645 5,554 6,015 3,813 3,940 2,080 1,316 2,475 1992 389 1,210 2,719 3,032 3,970 3,612 3,759 4,834 3,898 3,111 506 182 1993 0 6 93 168 6,607 6,471 5,034 5,017 4,968 5,083 501 541 1994 45 195 3,861 2,050 6,133 4,069 5,508 6,269 8,509 4,218 1,026 624 1995 71 1,029 918 1,645 4,350 6,226 7,254 3,681 2,323 1,721 2,729 256 1996 7 276 904 1,589 5,596 6,757 6,824 4,746 3,130 1,729 596 214 1997 319 928 4,246 3,658 4,481 8,422 8,176 5,300 3,235 2,823 1,129 86 1998 0 0 999 1,310 3,551 4,004 3,501 3,561 3,993 1,954 799 73

143

Indiana Natural Gas Injections into Underground Storage (Million Cubic  

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 997 821 771 1,207 1,916 1,673 2,268 3,772 4,202 2,896 1,993 539 1991 91 245 158 710 1,849 1,107 2,920 3,845 4,606 4,490 3,131 501 1992 98 349 429 1,076 1,611 2,638 5,174 4,168 5,309 3,579 926 413 1993 681 526 882 1,587 2,170 2,733 4,564 4,464 4,276 2,659 911 475 1994 328 565 519 609 934 2,541 5,229 4,565 4,175 3,340 1,546 305 1995 439 80 786 1,211 1,057 1,831 2,892 3,751 4,791 4,578 2,437 483 1996 262 870 948 968 1,028 2,560 4,317 6,153 3,943 3,112 2,407 696 1997 609 435 815 546 893 2,117 3,322 3,775 4,610 3,523 2,584 175 1998 648 87 86 508 1,235 1,495 2,999 4,082 4,578 3,026 2,710 581

144

Louisiana Natural Gas Injections into Underground Storage (Million Cubic  

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 17,712 15,346 15,364 11,228 15,333 18,647 19,527 17,703 19,665 19,333 15,705 14,621 1991 2,280 4,842 12,957 13,291 22,317 22,447 17,260 17,261 23,603 27,512 9,950 4,281 1992 7,699 4,109 13,109 16,478 29,243 21,440 20,695 21,713 23,276 24,685 7,374 3,230 1993 4,314 1,638 8,805 14,315 34,776 33,317 27,192 28,570 32,062 21,236 21,232 2,111 1994 3,737 9,288 9,922 26,592 34,270 23,811 30,757 28,317 24,211 15,673 13,387 4,560 1995 3,922 3,407 18,010 20,556 23,957 33,196 27,885 16,834 27,100 25,285 5,363 4,060 1996 7,445 9,971 7,106 16,287 22,178 26,529 35,343 38,303 39,009 27,599 10,386 8,996 1997 10,921 11,877 35,874 23,219 30,520 31,455 30,290 31,277 36,960 34,440 13,787 11,704

145

Wyoming Natural Gas Injections into Underground Storage (Million Cubic  

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 22 16 140 1,047 1,248 1,648 2,162 1,899 2,415 1,135 222 191 1991 56 467 479 368 908 1,922 2,233 1,628 1,090 1,135 423 164 1992 0 73 211 356 439 605 1,402 465 861 525 208 194 1993 8 15 557 1,247 1,443 2,426 2,423 1,875 1,433 1,533 482 163 1994 145 16 930 1,339 1,692 771 1,125 1,524 1,444 1,060 412 138 1995 17 76 89 67 863 1,452 1,588 1,896 1,849 1,265 236 52 1996 13 0 66 974 2,862 1,764 2,169 836 641 540 243 312 1997 157 0 47 372 1,205 2,308 3,418 2,734 2,461 986 222 170 1998 23 0 8 265 1,430 3,462 2,814 2,015 2,621 1,499 926 150 1999 0 0 573 1,322 2,151 1,668 2,300 1,377 1,064 519 360 124

146

Virginia Natural Gas Injections into Underground Storage (Million Cubic  

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 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 303 22 31 220 304 296 185 322 301 225 78 84 1999 326 59 50 220 278 267 249 236 414 109 45 125 2000 127 269 47 282 291 224 222 222 350 299 62 60 2001 83 244 244 434 532 402 274 322 362 275 242 25 2002 95 92 0 186 683 339 344 283 434 327 44 183 2003 51 220 70 276 458 504 482 823 671 147 102 203 2004 325 454 190 347 1,013 415 611 1,104 894 1,138 303 279 2005 599 566 319 458 699 560 923 747 783 834 2,614 595 2006 587 274 376 275 377 615 1,035 837 1,422 308 374 517 2007 202 314 1,140 800 1,090 647 863 556 1,213 1,125 115 729 2008 532 962 491 1,000 950 1,040 980 1,167 950 833 471 1,092

147

Injections of Natural Gas into Underground Storage - All Operators  

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

Monthly Annual Monthly Annual Download Series History Download Series History Definitions, Sources & Notes Definitions, Sources & Notes Show Data By: Data Series Area Apr-13 May-13 Jun-13 Jul-13 Aug-13 Sep-13 View History U.S. 272,001 466,852 440,062 373,435 371,989 420,828 1973-2013 Alaska 1,895 1,065 1,131 977 1,518 1,981 2013-2013 Lower 48 States 270,106 465,787 438,931 372,458 370,471 418,848 2011-2013 Alabama 2,934 2,058 1,226 2,464 1,142 1,743 1994-2013 Arkansas 213 515 402 406 433 204 1990-2013 California 21,631 36,229 28,781 15,933 13,891 20,028 1990-2013 Colorado 2,863 5,575 7,902 8,359 10,862 9,051 1990-2013 Illinois 15,713 28,662 35,608 33,014 36,051 39,558 1990-2013 Indiana 461 2,204 2,677 2,868 3,774 5,015 1990-2013

148

Oklahoma Natural Gas Injections into Underground Storage (Million Cubic  

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 4,366 3,193 6,903 5,872 11,548 13,440 11,689 10,380 8,709 8,453 8,353 2,367 1991 26 3,253 7,982 15,800 16,462 10,864 4,815 6,272 10,749 9,706 3,437 4,853 1992 1,358 3,452 5,980 8,163 10,270 11,596 17,116 11,326 13,627 11,199 2,570 812 1993 1,709 2,183 3,139 17,592 30,401 25,865 16,422 17,249 15,631 12,044 1,415 7,600 1994 692 1,521 7,130 20,751 26,772 15,711 17,419 13,891 9,370 6,950 2,330 1,038 1995 1,144 1,218 4,867 9,018 18,190 15,120 9,480 6,202 10,541 14,552 2,750 1,727 1996 871 3,814 4,043 9,051 19,783 12,404 11,191 17,682 19,846 13,803 1,849 2,730 1997 3,164 3,776 11,894 14,013 19,122 13,736 7,711 12,725 17,542 22,393 4,205 2,208

149

West Virginia Natural Gas Injections into Underground Storage (Million  

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 2,636 3,056 7,714 11,094 19,622 17,419 16,104 16,323 13,930 7,415 6,785 4,120 1991 843 2,207 5,193 12,543 15,471 16,359 15,601 10,248 9,551 8,573 5,375 2,288 1992 1,013 1,191 1,116 9,299 25,331 21,514 19,498 21,430 15,698 16,466 5,155 936 1993 467 42 1,620 11,145 39,477 28,118 20,621 18,991 20,910 11,087 7,110 863 1994 331 2,543 4,529 21,836 25,960 28,392 28,083 23,234 21,272 9,826 3,695 1,516 1995 1,637 1,663 6,487 10,136 25,124 25,049 23,910 12,599 18,493 16,438 2,473 1,948 1996 3,579 5,076 2,329 20,784 34,294 29,814 32,943 20,814 28,469 17,457 2,164 2,890 1997 1,987 2,401 2,869 6,756 25,269 32,158 27,135 24,684 20,412 14,862 4,930 836

150

Washington Natural Gas Injections into Underground Storage (Million Cubic  

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 929 289 499 863 0 2,707 2,937 2,937 1,101 622 906 507 1991 833 586 299 3,139 1,705 2,716 2,138 291 308 0 1,447 753 1992 436 149 945 1,205 1,824 1,543 1,336 1,618 1,578 979 785 895 1993 750 383 2,192 1,363 4,359 1,112 2,036 1,280 2,258 340 326 3,176 1994 1,579 318 1,268 3,455 2,882 2,005 1,945 965 1,330 503 1,263 1,192 1995 541 827 1,671 1,661 2,601 2,020 1,565 829 2,494 464 1,696 1,447 1996 808 2,027 1,081 1,609 2,176 3,349 1,470 2,279 1,441 655 1,978 1,252 1997 2,356 844 100 1,041 6,091 3,816 1,351 399 2,304 257 1,145 313 1998 2,718 32 296 937 4,485 3,086 967 3,957 1,836 722 1,817 2,284

151

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

Gasoline and Diesel Fuel Update (EIA)

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 0 0 0 1,181 1,508 1,244 764 636 372 188 0 0 1991 0 0 0 0 713 1,554 1,458 1,092 674 339 23 0 1992 0 0 0 0 1,572 1,540 1,194 1,010 453 195 0 149 1993 0 0 0 0 1,636 1,291 1,175 1,036 575 487 0 0 1994 0 0 0 0 1,216 1,506 1,202 1,081 688 264 0 0 1995 0 182 0 867 1,179 1,034 695 0 490 0 0 0 1996 - - - - 841 1,365 1,318 509 121 262 - - 1997 0 24 0 0 1,300 1,681 1,301 1,178 411 97 267 0 1998 0 0 0 0 0 1,968 1,188 1,143 1,141 28 0 205 1999 0 0 0 0 13 2,018 2,119 1,316 1,546 0 593 0 2000 0 0 0 0 894 2,101 2,270 2,074 720 720 103 11 2001 0 0 0 0 2,151 2,561 2,295 1,860 845 0 775 0

152

Colorado Natural Gas Injections into Underground Storage (Million...  

Annual Energy Outlook 2012 (EIA)

Decade Year-0 Year-1 Year-2 Year-3 Year-4 Year-5 Year-6 Year-7 Year-8 Year-9 1960's 6,391 6,849 8,663 1970's 8,757 5,839 8,502 10,673 11,444 13,420 16,987 21,717 20,630 25,334...

153

Colorado Natural Gas Injections into Underground Storage (Million...  

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

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1990 538 235 252 265 1,274 4,266 6,279 5,212 5,012 1,957 1,734 650 1991 992 654 483 61 2,494 3,876 4,219 4,449 5,296 3,296...

154

Hawaii Underground Injection Control Permit Packet | Open Energy...  

Open Energy Info (EERE)

Regulatory GuidanceSupplemental Material Author State of Hawaii Department of Health Published State of Hawaii, 112013 DOI Not Provided Check for DOI availability: http:...

155

Arkansas Natural Gas Injections into Underground Storage (Million...  

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

2,218 1,783 1,555 1,033 1,462 1,572 2,081 1980's 1,107 1,690 1,854 241 1,817 4,359 1,871 398 1,522 1,299 1990's 1,938 1,044 2,461 272 3,249 5,368 7,152 6,665 6,951 5,784 2000's...

156

Oklahoma Natural Gas Injections into Underground Storage (Million...  

Gasoline and Diesel Fuel Update (EIA)

Year-0 Year-1 Year-2 Year-3 Year-4 Year-5 Year-6 Year-7 Year-8 Year-9 1960's 47,438 46,871 53,945 1970's 57,142 66,666 59,061 88,000 70,076 87,459 88,577 104,347 109,076 110,354...

157

Injections of Natural Gas into Underground Storage - All Operators  

Gasoline and Diesel Fuel Update (EIA)

3,132,920 3,340,365 3,314,990 3,291,395 3,421,813 2,825,427 3,132,920 3,340,365 3,314,990 3,291,395 3,421,813 2,825,427 1935-2012 Alaska 1973-1975 Lower 48 States 3,421,813 2,825,427 2011-2012 Alabama 20,009 31,208 21,020 23,026 22,766 21,195 1968-2012 Arkansas 5,695 5,023 4,108 4,672 4,628 2,848 1967-2012 California 214,469 237,364 199,763 226,810 263,067 218,663 1967-2012 Colorado 38,619 39,034 45,861 43,250 51,469 59,096 1967-2012 Connecticut 1973-1996 Delaware 1967-1975 Georgia 1974-1975 Idaho 1974-1975 Illinois 243,789 260,333 259,421 247,458 258,690 249,953 1967-2012 Indiana 22,686 22,874 24,399 21,943 23,864 19,878 1967-2012 Iowa 70,329 70,022 79,012 76,407 77,783 66,774 1967-2012 Kansas 113,399 115,669 102,406 113,253 119,823 93,460 1967-2012 Kentucky 70,682 77,503 71,972 85,167 77,526 64,483 1967-2012

158

Injections of Natural Gas into Underground Storage - All Operators  

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

3,132,920 3,340,365 3,314,990 3,291,395 3,421,813 2,825,427 3,132,920 3,340,365 3,314,990 3,291,395 3,421,813 2,825,427 1935-2012 Alaska 1973-1975 Lower 48 States 3,421,813 2,825,427 2011-2012 Alabama 20,009 31,208 21,020 23,026 22,766 21,195 1968-2012 Arkansas 5,695 5,023 4,108 4,672 4,628 2,848 1967-2012 California 214,469 237,364 199,763 226,810 263,067 218,663 1967-2012 Colorado 38,619 39,034 45,861 43,250 51,469 59,096 1967-2012 Connecticut 1973-1996 Delaware 1967-1975 Georgia 1974-1975 Idaho 1974-1975 Illinois 243,789 260,333 259,421 247,458 258,690 249,953 1967-2012 Indiana 22,686 22,874 24,399 21,943 23,864 19,878 1967-2012 Iowa 70,329 70,022 79,012 76,407 77,783 66,774 1967-2012 Kansas 113,399 115,669 102,406 113,253 119,823 93,460 1967-2012 Kentucky 70,682 77,503 71,972 85,167 77,526 64,483 1967-2012

159

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, Localit Assergi (Italy)

2014-05-09T23:59:59.000Z

160

Productivity and Injectivity of Horizontal Wells  

SciTech Connect

The generation of suitable simulation grids for heterogeneous media and specific discretization issues that arise. Streamlines and equipotentials are used to define our base grids. Since streamlines are concentrated in high velocity regions they provide a natural means of clustering fine grid cells in crucial flow regions. For complex configurations and particularly for strongly heterogeneous regions the resulting grid cells can become very distorted due to extremely high curvatures. Two types of cell centered formulation are examined together with a cell vertex-point distributed scheme. Important distinctions are found for highly distorted cells. The new grids are tested for accuracy in terms of critical breakthrough parameters and it is shown that a much higher level of grid resolution is required by conventional simulators in order to achieve results that are comparable with those computed on relatively coarse streamline-potential grids.

Aziz, Khalid; Hewett, Thomas A.; Arbabi, Sepehr; Smith, Marilyn

1999-11-16T23:59:59.000Z

Note: This page contains sample records for the topic "underground injection wells" 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

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

162

Undergroundand 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 cole spciale 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

163

Design and implementation of a CO{sub 2} flood utilizing advanced reservoir characterization and horizontal injection wells in a shallow shelf carbonate approaching waterflood depletion. Annual Report, July 1, 1995--June 30, 1996  

SciTech Connect

The work reported herein covers select tasks remaining in Budget Phase I and many of the tasks of Budget Phase II. The principal Tasks in Budget Phase I included in this report are Reservoir Analysis and Characterization; Advanced Technical Studies; and Technology Transfer, Reporting and Project Management Activities for Budget Phase I. The principle Task in Budget Phase II included in this report is Field Demonstration. Completion of these tasks has enabled an optimum carbon dioxide (CO{sub 2}) flood project to be designed, economically evaluated, and implemented in the field. Field implementation of the project commenced during late 1995, with actual CO{sub 2} injection scheduled for start-up in mid-July, 1996. The current project has focused on reducing initial investment cost by utilizing horizontal injection wells and concentrating the project in the best productivity area of the field. An innovative CO{sub 2} purchase agreement (no take-or-pay provisions, CO{sub 2} purchase price tied to West Texas Intermediate (WTI) crude oil price) and gas recycle agreements (expensing costs as opposed to a large upfront capital investment for compression) were negotiated to further improve the project economics. The Grayburg-San Andres section had previously been divided into multiple zones based on the core study and gamma ray markers that correlate wells within the Unit. Each zone was mapped as continuous across the field. Previous core studies concluded that the reservoir quality in the South Cowden Unit (SCU) is controlled primarily by the distribution of a bioturbated and diagenetically-altered rock type with a distinctive {open_quotes}chaotic{close_quotes} texture. The {open_quotes}chaotic{close_quotes} modifier is derived from the visual effect of pervasive, small-scale intermixing of tan oil-stained reservoir rock with tight gray non-reservoir rock.

Chimahusky, J.S.; Hallenbeck, L.D.; Harpole, K.J.; Dollens, K.B.

1997-05-01T23:59:59.000Z

164

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

E-Print Network (OSTI)

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

Carrington-Crouch, Robert

1996-01-01T23:59:59.000Z

165

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

166

Underground Storage Tanks: New Fuels and Compatibility  

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

Breakout Session 1CFostering 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

167

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

168

Hanna, Wyoming underground coal gasification data base. Volume 3. The Hanna II, Phase I field test  

SciTech Connect

This report is part of a seven-volume series on the Hanna, Wyoming, underground coal gasification field tests. Volume 1 is a summary of the project, and each of Volumes 2 through 6 describes a particular test. Volume 7 is a compilation of all the data for the tests in Volumes 2 through 6. Hanna II, Phase I was conducted during the spring and summer of 1975, at a site about 700 feet up dip (to the southwest) of the Hanna I test. The test was conducted in two stages - Phase IA and IB. Phase IA consisted of linking and gasification operations between Wells 1 and 3 and Phase IB of linking from the 1-3 gasification zone to Well 2, followed by a short period of gasification from Well 2 to Well 3 over a broad range of air injection rates, in order to determine system turndown capabilities and response times. This report covers: (1) site selection and characteristics; (2) test objectives; (3) facilities description; (4) pre-operational testing; (5) test operations summary; and (6) post-test activity. 7 refs., 11 figs., 8 tabs.

Bartke, T.C.; Fischer, D.D.; King, S.B.; Boyd, R.M.; Humphrey, A.E.

1985-08-01T23:59:59.000Z

169

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

170

Design and implementation of a CO{sub 2} flood utilizing advanced reservoir characterization and horizontal injection wells in a shallow shelf carbonate approaching waterflood depletion. Annual report, June 3, 1994--October 31, 1995  

SciTech Connect

The work reported here covers Budget Phase I of the project. The principal tasks in Budget Phase I are the Reservoir Analysis and Characterization Task and the Advanced Technology Definition Task. Completion of these tasks have enabled an optimum carbon dioxide (CO{sub 2}) flood project to be designed and evaluated from an economic and risk analysis standpoint. Field implementation of the project has been recommended to the working interest owner of the South Cowden Unit (SCU) and approval has been obtained. The current project has focused on reducing initial investment cost by utilizing horizontal injection wells and concentrating the project in the best productivity area of the field. An innovative CO{sub 2} purchase agreement (no take or pay requirements, CO{sub 2} purchase price tied to West Texas Intermediate crude oil price) and gas recycle agreements (expensing cost as opposed to large capital investments for compression) were negotiated to further improve project economics. A detailed reservoir characterization study was completed by an integrated team of geoscientists and engineers. The study consisted of detailed core description, integration of log response to core descriptions, mapping of the major flow units, evaluation of porosity and permeability relationships, geostatistical analysis of permeability trends, and direct integration of reservoir performance with the geological interpretation. The study methodology fostered iterative bidirectional feedback between the reservoir characterization team and the reservoir engineering/simulation team to allow simultaneous refinement and convergence of the geological interpretation with the reservoir model. The fundamental conclusion from the study is that South Cowden exhibits favorable enhanced oil recovery characteristics, particularly reservoir quality and continuity.

Hallenbeck, L.D.; Harpole, K.J.; Gerard, M.G.

1996-05-01T23:59:59.000Z

171

,"U.S. Underground Natural Gas Storage - All Operators"  

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

U.S. Underground Natural Gas Storage - All Operators",3,"Annual",2012,"6/30/1935" U.S. Underground Natural Gas Storage - All Operators",3,"Annual",2012,"6/30/1935" ,"Release Date:","12/12/2013" ,"Next Release Date:","1/7/2014" ,"Excel File Name:","ng_stor_sum_dcu_nus_a.xls" ,"Available from Web Page:","http://www.eia.gov/dnav/ng/ng_stor_sum_dcu_nus_a.htm" ,"Source:","Energy Information Administration" ,"For Help, Contact:","infoctr@eia.gov" ,,"(202) 586-8800",,,"12/12/2013 7:04:06 PM" "Back to Contents","Data 1: U.S. Underground Natural Gas Storage - All Operators" "Sourcekey","N5070US2","N5050US2","N5060US2" "Date","U.S. Natural Gas Underground Storage Net Withdrawals (MMcf)","U.S. Total Natural Gas Injections into Underground Storage (MMcf)","U.S. Natural Gas Underground Storage Withdrawals (MMcf)"

172

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":""}]}

173

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

174

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

175

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

176

,"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...

177

,"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"...

178

,"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...

179

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

180

,"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...

Note: This page contains sample records for the topic "underground injection wells" 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

The integrity of oil and gas wells  

Science Journals Connector (OSTI)

...Analyses of 8,000 offshore wells in the Gulf of Mexico show that 1112% of wells developed pressure in the outer...underground gas storage, and even geothermal energy (1620). We...to learn about how often wells fail, when and why they...

Robert B. Jackson

2014-01-01T23:59:59.000Z

182

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

183

,"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...

184

,"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...

185

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

186

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...

187

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...

188

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...

189

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

190

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...

191

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:...

192

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

193

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

194

IMPROVED WELL PLUGGING EQUIPMENT AND WASTE MANGEMENT TECHNIQUES EXCEED ALARA GOALS AT THE OAK RIDGE NATIONAL LABORATORY  

SciTech Connect

In 2000, Bechtel Jacobs Company LLC (BJC) contracted Tetra Tech NUS, Inc. (TtNUS) and their sub-contractor, Texas World Operations, Inc. (TWO), to plug and abandon (P&A) 111 wells located in the Melton Valley area of Oak Ridge National Laboratory (ORNL). One hundred and seven of those wells were used to monitor fluid movement and subsurface containment of the low level radioactive liquid waste/grout slurry that was injected into the Pumpkin Valley Shale Formation, underlying ORNL. Four wells were used as hydrofracture injection wells to emplace the waste in the shale formation. Although the practice of hydrofracturing was and is considered by many to pose no threat to human health or the environment, the practice was halted in 1982 after the Federal Underground Injection Control regulations were enacted by United States Environmental Protection Agency (USEPA) making it necessary to properly close the wells. The work is being performed for the United States Department of Energy Oak Ridge Operations (DOE ORO). The project team is using the philosophy of minimum waste generation and the principles of ALARA (As Low As Reasonably Achievable) as key project goals to minimize personnel and equipment exposure, waste generation, and project costs. Achievement of these goals was demonstrated by the introduction of several new pieces of custom designed well plugging and abandonment equipment that were tested and used effectively during field operations. Highlights of the work performed and the equipment used are presented.

Whiteside, R.; Pawlowicz, R.; Whitehead, L.; Arnseth, R.

2002-02-25T23:59:59.000Z

195

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

196

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

197

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...

198

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

199

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

200

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

Note: This page contains sample records for the topic "underground injection wells" 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

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

202

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

203

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...

204

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 complexHelms Pumped57. Helms Underground Powerhouse Pumped Storage Project

Wallenberg, H.A.

2010-01-01T23:59:59.000Z

205

Thermal well-test method  

DOE Patents (OSTI)

A well-test method involving injection of hot (or cold) water into a groundwater aquifer, or injecting cold water into a geothermal reservoir is disclosed. By making temperature measurements at various depths in one or more observation wells, certain properties of the aquifer are determined. These properties, not obtainable from conventional well test procedures, include the permeability anisotropy, and layering in the aquifer, and in-situ thermal properties. The temperature measurements at various depths are obtained from thermistors mounted in the observation wells.

Tsang, C.F.; Doughty, C.A.

1984-02-24T23:59:59.000Z

206

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).

207

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

208

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

209

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

210

Hanford wells  

SciTech Connect

Records describing wells located on or near the Hanford Site have been maintained by Pacific Northwest Laboratory and the operating contractor, Westinghouse Hanford Company. In support of the Ground-Water Surveillance Project, portions of the data contained in these records have been compiled into the following report, which is intended to be used by those needing a condensed, tabular summary of well location and basic construction information. The wells listed in this report were constructed over a period of time spanning almost 70 years. Data included in this report were retrieved from the Hanford Envirorunental Information System (HEIS) database and supplemented with information not yet entered into HEIS. While considerable effort has been made to obtain the most accurate and complete tabulations possible of the Hanford Site wells, omissions and errors may exist. This document does not include data on lithologic logs, ground-water analyses, or specific well completion details.

Chamness, M.A.; Merz, J.K.

1993-08-01T23:59:59.000Z

211

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

212

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...

213

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

214

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

215

Commercial-Scale Tests Demonstrate Secure CO2 Storage in Underground Formations  

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

CommerCial-SCale TeSTS DemonSTraTe CommerCial-SCale TeSTS DemonSTraTe SeCure Co 2 STorage in unDergrounD FormaTionS Two industry-led commercial-scale projects, the Sleipner Project off the coast of Norway and the Weyburn Project in Ontario, Canada, have enhanced the option of sequestering carbon dioxide (CO 2 ) in underground geologic formations. The United States Department of Energy (DOE) collaborated in both projects, primarily by providing rigorous monitoring of the injected CO 2 and studying CO 2 behavior to a greater extent than the project operators would have pursued on their own - creating a mutually beneficial public/private partnership. The most significant outcome from both field projects is that CO 2 leakage has not been observed, nor is there any indication that CO 2 will leak in the future.

216

Management of dry flue gas dsulfurization by-products in underground mines - an update  

SciTech Connect

In 1993, the U.S. produced about 100 million tons of coal combustion by-products (CCBs) primarily from conventional coal-fired boilers. The requirement to reduce SO{sub x} and NO{sub x} emissions to comply with the 1990 Clean Air Act Amendments (CAAA) force utilities to adopt advanced combustion and flue gas desulfurization (FGD) technologies, such as wet scrubbers, fluidized bed combustion (FBC), dry sorbent duct or furnace injection. These technologies will double to triple the amount of FGD by-products while only slightly increasing the amounts of conventional combustion residues, such as fly ash, bottom ash and boiler slag. This paper describes a program concerned with the underground disposal of combustion products in abandoned underground coal mines.

Chugh, Y.P.; Thomasson, E.M. [Southern Illinois Univ., Carbondale, IL (United States)

1996-09-01T23:59:59.000Z

217

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

218

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

219

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

220

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

Note: This page contains sample records for the topic "underground injection wells" 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

Deformation of underground deep cavities in rock salts at their long-term operations  

SciTech Connect

The underground deep cavities are created in rock salts of various morphological types with the purpose of storage of petroleum, gas and nuclear wastes. It is well known that the rock salt has rheological properties, which can result in closure of caverns and loss of their stability. In the evaporitic rocks, especially those containing halite, time-dependent deformation is pronounced even at comparatively low stress levels. At high stress levels this creep becomes a dominant feature of the mechanical behavior of salt rocks. So the knowledge of creep behavior of rock salt is of paramount importance in underground storage application of gas, petroleum products and nuclear wastes.

Zhuravleva, T.; Shafarenko, E. [Podzemgasprom, STC, Moscow (Russian Federation)

1995-12-01T23:59:59.000Z

222

Third invitational well-testing symposium: well testing in low permeability environments  

SciTech Connect

The testing of low permeability rocks is common to waste disposal, fossil energy resource development, underground excavation, and geothermal energy development. This document includes twenty-six papers and abstracts, divided into the following sessions: opening session, case histories and related phenomena, well test design in low permeability formations, analysis and interpretation of well test data, and instrumentation for well tests. Separate abstracts were prepared for 15 of the 16 papers; the remaining paper has been previously abstracted. (DLC)

Doe, T.W.; Schwarz, W.J. (eds.)

1981-03-01T23:59:59.000Z

223

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

224

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),

225

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

226

GRR/Section 4-OR-d - Exploration Injection Permit | Open Energy Information  

Open Energy Info (EERE)

4-OR-d - Exploration Injection Permit 4-OR-d - Exploration Injection Permit < GRR Jump to: navigation, search GRR-logo.png GEOTHERMAL REGULATORY ROADMAP Roadmap Home Roadmap Help List of Sections Section 4-OR-d - Exploration Injection Permit 04ORDExplorationInjectionPermit (1).pdf Click to View Fullscreen Contact Agencies Oregon Department of Environmental Quality Regulations & Policies OAR 340-044-0012: Authorization of Underground Injection Triggers None specified Click "Edit With Form" above to add content 04ORDExplorationInjectionPermit (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 _ 4-OR-d.1 - Is this New Injection Activity or a Renewal? The developer must follow one of two different procedures if the developer

227

Rich catalytic injection  

DOE Patents (OSTI)

A gas turbine engine includes a compressor, a rich catalytic injector, a combustor, and a turbine. The rich catalytic injector includes a rich catalytic device, a mixing zone, and an injection assembly. The injection assembly provides an interface between the mixing zone and the combustor. The injection assembly can inject diffusion fuel into the combustor, provides flame aerodynamic stabilization in the combustor, and may include an ignition device.

Veninger, Albert (Coventry, CT)

2008-12-30T23:59:59.000Z

228

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

229

Connecticut Underground Natural Gas Storage - All Operators  

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

1994 1995 1996 View History Net Withdrawals 0 0 1973-1996 Injections 0 0 0 1973-1996 Withdrawals 0 0 0 1973-1996...

230

Solutions for vertically fractured injection wells in heterogeneous reservoirs  

E-Print Network (OSTI)

be found in the studies of Lefkovits, et al. 7, Cobb, er a!. 8 Tariq9, and Larsento. The current trend in studying layered reservoirs is the generalization of the solution procedure to account for as many different layer parameters as possible. Ehlig...

Spath, Jeffrey Bernard

2012-06-07T23:59:59.000Z

231

Cerro Prieto cold water injection: effects on nearby production wells  

E-Print Network (OSTI)

CFE-DOE Symp. in Geothermal Energy, DOE CONF 8904129, pp.Proc. CFE-DOE Symp. in Geothermal Energy, DOE CONF 8904129,

Truesdell, A.H.

2010-01-01T23:59:59.000Z

232

Cerro Prieto cold water injection: effects on nearby production wells  

E-Print Network (OSTI)

CFE-DOE Symp. in Geothermal Energy, DOE CONF 8904129, pp.Proc. CFE-DOE Symp. in Geothermal Energy, DOE CONF 8904129,and Renewable Energy, Office of Geothermal Technologies, of

Truesdell, A.H.

2010-01-01T23:59:59.000Z

233

Cerro Prieto cold water injection: effects on nearby production wells  

E-Print Network (OSTI)

studies on Cerro Prieto. CFE-DOE Symp. in Geothermal Energy,Hiriart Le Bert, G. (1990). CFE-DOE agreement for the studyde Cerro Prieto. Proc. CFE-DOE Symp. in Geothermal Energy,

Truesdell, A.H.

2010-01-01T23:59:59.000Z

234

CO2 Injection Begins in Illinois | Department of Energy  

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

Begins in Illinois Begins in Illinois CO2 Injection Begins in Illinois November 17, 2011 - 12:00pm Addthis Washington, DC - The Midwest Geological Sequestration Consortium (MGSC), one of seven regional partnerships created by the U.S. Department of Energy (DOE) to advance carbon storage technologies nationwide, has begun injecting carbon dioxide (CO2) for their large-scale CO2 injection test in Decatur, Illinois. The test is part of the development phase of the Regional Carbon Sequestration Partnerships program, an Office of Fossil Energy initiative launched in 2003 to determine the best approaches for capturing and permanently storing gases that can contribute to global climate change. "Establishing long-term, environmentally safe and secure underground CO2 storage is a critical component in achieving successful commercial

235

Thermophysical models of underground coal gasification and FEM analysis  

SciTech Connect

In this study, mathematical models of the coupled thermohydromechanical process of coal rock mass in an underground coal gasification panel are established. Combined with the calculation example, the influence of heating effects on the observed values and simulated values for pore water pressure, stress, and displacement in the gasification panel are fully discussed and analyzed. Calculation results indicate that 38, 62, and 96 days after the experiment, the average relative errors for the calculated values and measured values for the temperature and water pressure were between 8.51-11.14% and 3-10%, respectively; with the passage of gasification time, the calculated errors for the vertical stress and horizontal stress gradually declined, but the simulated errors for the horizontal and vertical displacements both showed a rising trend. On the basis of the research results, the calculated values and the measured values agree with each other very well.

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

2007-11-15T23:59:59.000Z

236

Activated Carbon Injection  

ScienceCinema (OSTI)

History of the Clean Air Act and how the injection of carbon into a coal power plant's flu smoke can reduce the amount of mercury in the smoke.

None

2014-07-22T23:59:59.000Z

237

NEUTRAL-BEAM INJECTION  

E-Print Network (OSTI)

energy, coming from an electron source, are injected intodischarges. In an electron bombardment source electrons ofsimply called electron bombardment sources (Kaufman, 1974).

Kunkel, W.B.

2012-01-01T23:59:59.000Z

238

Activated Carbon Injection  

SciTech Connect

History of the Clean Air Act and how the injection of carbon into a coal power plant's flu smoke can reduce the amount of mercury in the smoke.

None

2014-07-16T23:59:59.000Z

239

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...

240

,"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...

Note: This page contains sample records for the topic "underground injection wells" 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

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...

242

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...

243

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...

244

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...

245

,"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...

246

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

247

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

248

Geohydrologic study of the Michigan Basin for the applicability of Jack W. McIntyre`s patented process for simultaneous gas recovery and water disposal in production wells  

SciTech Connect

Geraghty & Miller, Inc. of Midland, Texas conducted a geohydrologic study of the Michigan Basin to evaluate the applicability of Jack McIntyre`s patented process for gas recovery and water disposal in production wells. A review of available publications was conducted to identify, (1) natural gas reservoirs which generate large quantities of gas and water, and (2) underground injection zones for produced water. Research efforts were focused on unconventional natural gas formations. The Antrim Shale is a Devonian gas shale which produces gas and large quantities of water. Total 1992 production from 2,626 wells was 74,209,916 Mcf of gas and 25,795,334 bbl of water. The Middle Devonian Dundee Limestone is a major injection zone for produced water. ``Waterless completion`` wells have been completed in the Antrim Shale for gas recovery and in the Dundee Limestone for water disposal. Jack McIntyre`s patented process has potential application for the recovery of gas from the Antrim Shale and simultaneous injection of produced water into the Dundee Limestone.

Maryn, S.

1994-03-01T23:59:59.000Z

249

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.

250

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

251

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

252

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......

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

2004-07-01T23:59:59.000Z

253

Geomechanical effects on CO2 leakage through fault zones during large-scale underground injection  

E-Print Network (OSTI)

induced seismicity during hydraulic fracturing of Shale-Gasfault reactivation and hydraulic fracturing during shale gas

Rinaldi, A.P.

2014-01-01T23:59:59.000Z

254

Geomechanical effects on CO2 leakage through fault zones during large-scale underground injection  

E-Print Network (OSTI)

hydraulic fracturing of Shale-Gas reservoir. J. Petrol. Sci.hydraulic fracturing during shale gas operations (Rutqvist

Rinaldi, A.P.

2014-01-01T23:59:59.000Z

255

U.S. Natural Gas Salt Underground Storage Activity-Injects (Million Cubic  

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

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1994 10,956 12,444 13,738 13,524 14,931 10,472 12,153 9,236 12,757 10,248 10,991 10,792 1995 13,745 13,232 15,992 17,283 17,654 14,528 10,998 9,778 23,267 21,484 16,206 20,016 1996 23,488 23,256 21,012 29,831 18,909 20,523 20,268 20,540 22,624 16,908 15,716 25,394 1997 20,945 14,876 21,608 21,581 27,492 22,410 15,072 22,801 26,605 29,839 25,383 18,699 1998 18,091 17,783 23,444 30,168 25,873 21,482 26,158 24,084 24,200 44,723 22,501 18,461 1999 19,390 16,158 17,906 28,378 29,410 22,024 16,494 23,088 23,680 23,005 21,254 18,866 2000 15,558 22,648 23,516 24,379 27,001 30,582 29,501 23,710 30,559 28,773 21,222 18,466

256

U.S. Natural Gas Non-Salt Underground Storage Injections (Million Cubic  

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

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1994 23,610 37,290 91,769 272,229 412,511 370,551 398,280 363,275 332,730 213,939 94,314 43,538 1995 30,839 30,821 88,264 159,247 351,714 395,761 348,399 282,995 319,462 252,016 79,450 32,731 1996 25,996 73,383 59,375 196,997 354,267 389,563 397,787 379,756 375,662 258,861 74,521 60,957 1997 47,422 39,996 108,965 183,536 334,707 384,856 345,606 355,687 353,354 264,545 87,529 26,783 1998 51,238 56,722 112,635 249,644 407,102 357,628 345,321 311,891 273,558 263,342 114,499 64,208 1999 38,695 47,084 68,665 181,533 351,657 326,986 281,583 288,182 333,841 224,232 151,411 43,988 2000 43,575 60,268 115,756 167,409 285,859 318,412 342,631 280,889 339,865 300,117 86,316 47,273

257

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

258

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

259

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

260

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...

Note: This page contains sample records for the topic "underground injection wells" 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

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...

262

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

263

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...

264

Definition: Injectivity Test | Open Energy Information  

Open Energy Info (EERE)

Definition Definition Edit with form History Facebook icon Twitter icon » Definition: Injectivity Test Jump to: navigation, search Dictionary.png Injectivity Test A well testing technique conducted upon completion of a well. Water is pumped into the well at a constant rate until a stable pressure is reached then the pump is turned off and the rate at which pressure decreases is measured. The pressure measurements are graphed and well permeability can be calculated.[1] References ↑ https://pangea.stanford.edu/ERE/pdf/IGAstandard/ISS/2008Croatia/Hole03.pdf Ret LikeLike UnlikeLike You and one other like this.One person likes this. Sign Up to see what your friends like. rieved from "http://en.openei.org/w/index.php?title=Definition:Injectivity_Test&oldid=688681"

265

DISPOSAL OF FLUIDIZED BED COMBUSTION ASH IN AN UNDERGROUND MINE TO CONTROL ACID MINE DRAINAGE AND SUBSIDENCE  

SciTech Connect

This project evaluated the technical, economic and environmental feasibility of filling abandoned underground mine voids with coal combustion byproducts. Success was measured in terms of technical feasibility of the approach (i.e. % void filling), cost, environmental benefits (acid mine drainage and subsidence control) and environmental impacts (noxious ion release). Phase 1 of the project was completed in September 1995 and was concerned with the development of the grout and a series of predictive models. These models were verified through the Phase II field phase and will be further verified fin the large scale field demonstration of Phase III. The verification allows the results to be packaged in such a way that the technology can be easily adapted to different site conditions. Phase II was successfully completed with 1000 cubic yards of grout being injected into Anker Energy's Fairfax mine. The grout flowed over 600 feet from a single injection borehole. The grout achieved a compressive strength of over 1000 psi (twice the level that is needed to guarantee subsidence control). Phase III was a full scale test at Anker's eleven acre Longridge mine site. The CCB grout replaced what was an open mine void with a solid so that the groundwater tends to flow around and through the pillars rather than through the previously mined areas. The project has demonstrated that CCBs can be successfully disposed in underground mines. Additionally, the project has shown that filling an abandoned underground mine with CCBs can lead to the reduction and elimination of environmental problems associated with underground mining such as acid mine drainage and subsidence. The filling of the Longridge Mine with 43,000 cubic yards of CCB grout resulted in a 97% reduction in acid mine drainage coming from the mine.

Unknown

2000-10-01T23:59:59.000Z

266

Illinois CO2 Injection Project Moves Another Step Forward | Department of  

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

Illinois CO2 Injection Project Moves Another Step Forward Illinois CO2 Injection Project Moves Another Step Forward Illinois CO2 Injection Project Moves Another Step Forward March 15, 2010 - 1:00pm Addthis Washington, DC - The recent completion of a three-dimensional (3-D) seismic survey at a large Illinois carbon dioxide (CO2) injection test site is an important step forward for the carbon capture and storage (CCS) project's planned early 2011 startup. The survey - essential to determine the geometry and internal structures of the deep underground saline reservoir where CO2 will be injected - was completed by the Midwest Geological Sequestration Consortium (MGSC), one of seven regional partnerships created by the U.S. Department of Energy (DOE) to advance CCS technologies nationwide. CCS is seen by many experts as a

267

Designing Snakey: A Tangible User Interface Supporting Well Path Planning  

E-Print Network (OSTI)

is a fundamental task present in different stages of oil/gas field development from early exploration to production intuitive manipulation and interaction with 3D curves, common to underground well path exploration, but rather to augment them with tangible and collaborative interaction, facilitating spatial exploration

268

Injection-Induced Earthquakes  

Science Journals Connector (OSTI)

...injected into the reservoir under high pressure...core samples of the reservoir rocks and in situ determination...fracture-dominated porosity of less than 6...Implications for reservoir fracture permeability . AAPG Bull. 93...

William L. Ellsworth

2013-07-12T23:59:59.000Z

269

Premixed direct injection disk  

DOE Patents (OSTI)

A fuel/air mixing disk for use in a fuel/air mixing combustor assembly is provided. The disk includes a first face, a second face, and at least one fuel plenum disposed therebetween. A plurality of fuel/air mixing tubes extend through the pre-mixing disk, each mixing tube including an outer tube wall extending axially along a tube axis and in fluid communication with the at least one fuel plenum. At least a portion of the plurality of fuel/air mixing tubes further includes at least one fuel injection hole have a fuel injection hole diameter extending through said outer tube wall, the fuel injection hole having an injection angle relative to the tube axis. The invention provides good fuel air mixing with low combustion generated NOx and low flow pressure loss translating to a high gas turbine efficiency, that is durable, and resistant to flame holding and flash back.

York, William David; Ziminsky, Willy Steve; Johnson, Thomas Edward; Lacy, Benjamin; Zuo, Baifang; Uhm, Jong Ho

2013-04-23T23:59:59.000Z

270

Injection Laser System  

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

Injection Laser System For each of NIF's 192 beams: The pulse shape as a function of time must be generated with a high degree of precision The energy delivered to the target must...

271

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.

272

Tevatron injection timing  

SciTech Connect

Bunched beam transfer from one accelerator to another requires coordination and synchronization of many ramped devices. During collider operation timing issues are more complicated since one has to switch from proton injection devices to antiproton injection devices. Proton and antiproton transfers are clearly distinct sequences since protons and antiprotons circulate in opposite directions in the Main Ring (MR) and in the Tevatron. The time bumps are different, the kicker firing delays are different, the kickers and lambertson magnets are different, etc. Antiprotons are too precious to be used for tuning purposes, therefore protons are transferred from the Tevatron back into the Main Ring, tracing the path of antiprotons backwards. This tuning operation is called ``reverse injection.`` Previously, the reverse injection was handled in one supercycle. One batch of uncoalesced bunches was injected into the Tevatron and ejected after 40 seconds. Then the orbit closure was performed in the MR. In the new scheme the lambertson magnets have to be moved and separator polarities have to be switched, activities that cannot be completed in one supercycle. Therefore, the reverse injection sequence was changed. This involved the redefinition of TVBS clock event $D8 as MRBS $D8 thus making it possible to inject 6 proton batches (or coalesced bunches) and eject them one at a time on command, performing orbit closure each time in the MR. Injection devices are clock event driven. The TCLK is used as the reference clock. Certain TCLK events are triggered by the MR beam synchronized clock (MRBS) events. Some delays are measured in terms of MRBS ticks and MR revolutions. See Appendix A for a brief description of the beam synchronized clocks.

Saritepe, S.; Annala, G.

1993-06-01T23:59:59.000Z

273

Maryland Underground Natural Gas Storage - All Operators  

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

927 -1,758 2,292 -1,721 2,383 -811 1967-2013 Injections 16,517 15,088 14,384 15,592 10,582 14,165 1967-2013 Withdrawals 17,445 13,330 16,676 13,871 12,965 13,354...

274

A comprehensive comparison for simulations of cosmic-ray muons underground  

SciTech Connect

The two leading simulation frameworks used for the simulation of cosmic-ray muons underground are FLUKA and Geant4. There have been in the past various questions raised as to the equivalence of these codes regarding cosmogenically produced neutrons and radioactivity in an underground environment. Many experiments choose one of these frameworks, and because they typically have different geometries or locations, the issues relating to code comparison are compounded. We report on an effort to compare the results of each of these codes in simulations which have simple geometry that is consistent between the two codes. It is seen that in terms of integrated neutron flux and neturon capture statistics the codes agree well in a broad sense. There are, however, differences that will be subject of further study. Comparisons of the simulations to available data are considered and the difficulties of such comparisons are pointed out.

Villano, A. N.; Cushman, P.; Kennedy, A. [University of Minnesota, Minneapolis MN 55455 (United States)] [University of Minnesota, Minneapolis MN 55455 (United States); Empl, A.; Lindsay, S. [University of Arkansas at Little Rock, Little Rock AR 72204 (United States)] [University of Arkansas at Little Rock, Little Rock AR 72204 (United States)

2013-08-08T23:59:59.000Z

275

Mathematical modelling of some chemical and physical processes in underground coal gasification  

SciTech Connect

Underground coal gasification normally involves two vertical wells which must be linked by a channel having low resistance to gas flow. There are several ways of establishing such linkage, but all leave a relatively open horizontal hole with a diameter on the order of a meter. To increase our understanding of the chemical and physical processes governing underground coal gasification LLNL has been conducting laboratory scale experiments accompanied by mathematical modelling. Blocks of selected coal types are cut to fit 55 gallon oil drums and sealed in place with plaster. A 1 cm. diameter hole is drilled the length of the block and plumbing attached to provide a flow of air or oxygen/steam mixture. After an instrumented burn the block is sawed open to examine the cavity. Mathematical modelling has been directed towards predicting the cavity shape. This paper describes some sub-models and examines their impact on predicted cavity shapes.

Creighton, J. R.

1981-08-01T23:59:59.000Z

276

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

277

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

278

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

279

An analysis of weep holes as a product detection device for underground compensated LPG storage systems  

SciTech Connect

Weep holes have been used widely to detect the presence of Liquefied Petroleum Gases (LPG) in brine for underground compensated storage systems. When the brine level drops below the weep hole, LPG product enters the brine production system causing an increase in both tubing head pressure and flow rate. To prevent cavern overfill, a cavern shutdown is initiated upon detection of LPG in the surface brine system by pressure or flow instruments at the tubing head. In this study, we have investigated the multiphase flow characteristics of weep hole LPG detection systems to correctly estimate the operating limits. A simple and easy to use model has been developed to predict the tubing head pressure and flow rate increases. The model can be used to implement safer and more efficient operation procedures for underground compensated LPG storage systems. The model predictions for a typical field case are presented. An analysis of weep holes as product detection devices for LPG storage reservoirs has been carried out. It was found that the increases in pressure and flow rates at the tubing head change as a function of injection flow rate of the product. Therefore, a thorough consideration of cavern operating parameters is necessary to evaluate the use constant pressure and flow rate values to initiate emergency shut down of the cavern.

Sarica, C.; Demir, H.M.; Brill, J.P.

1996-09-01T23:59:59.000Z

280

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.

Note: This page contains sample records for the topic "underground injection wells" 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

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

282

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

283

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

284

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

285

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

286

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

287

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...

288

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...

289

,"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"...

290

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 -...

291

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...

292

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...

293

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

294

,"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"...

295

,"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"...

296

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...

297

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.

298

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

299

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...

300

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

Note: This page contains sample records for the topic "underground injection wells" 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

,"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"...

302

,"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"...

303

,"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"...

304

,"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"...

305

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...

306

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

307

Underground Natural Gas Storage by Storage Type  

Gasoline and Diesel Fuel Update (EIA)

2007 2008 2009 2010 2011 2012 View 2007 2008 2009 2010 2011 2012 View History All Operators Net Withdrawals 192,093 33,973 -348,719 -17,009 -347,562 -7,279 1967-2012 Injections 3,132,920 3,340,365 3,314,990 3,291,395 3,421,813 2,825,427 1935-2012 Withdrawals 3,325,013 3,374,338 2,966,180 3,274,385 3,074,251 2,818,148 1944-2012 Salt Cavern Storage Fields Net Withdrawals 20,001 -42,044 -56,010 -58,295 -92,413 -19,528 1994-2012 Injections 400,244 440,262 459,330 510,691 532,893 465,005 1994-2012 Withdrawals 420,245 398,217 403,321 452,396 440,480 445,477 1994-2012 Nonsalt Cavern Storage Net Withdrawals 172,092 76,017 -292,710 41,286 -255,148 12,249 1994-2012 Injections 2,732,676 2,900,103 2,855,667 2,780,703 2,888,920 2,360,422 1994-2012 Withdrawals

308

Underground Natural Gas Storage by Storage Type  

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

2007 2008 2009 2010 2011 2012 View 2007 2008 2009 2010 2011 2012 View History All Operators Net Withdrawals 192,093 33,973 -348,719 -17,009 -347,562 -7,279 1967-2012 Injections 3,132,920 3,340,365 3,314,990 3,291,395 3,421,813 2,825,427 1935-2012 Withdrawals 3,325,013 3,374,338 2,966,180 3,274,385 3,074,251 2,818,148 1944-2012 Salt Cavern Storage Fields Net Withdrawals 20,001 -42,044 -56,010 -58,295 -92,413 -19,528 1994-2012 Injections 400,244 440,262 459,330 510,691 532,893 465,005 1994-2012 Withdrawals 420,245 398,217 403,321 452,396 440,480 445,477 1994-2012 Nonsalt Cavern Storage Net Withdrawals 172,092 76,017 -292,710 41,286 -255,148 12,249 1994-2012 Injections 2,732,676 2,900,103 2,855,667 2,780,703 2,888,920 2,360,422 1994-2012 Withdrawals

309

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

310

Disposal of fluidized bed combustion ash in an underground mine to control acid mine drainage and subsidence. Quarterly report, December 1, 1996--February 28, 1997  

SciTech Connect

This project will evaluate the technical, economic and environmental feasibility of filling abandoned underground mine voids with alkaline, advanced coal combustion wastes (Fluidized Bed Combustion-FBC ash). Success will be measured in terms of technical feasibility of the approach (i.e. % void filling), cost, environmental benefits (acid mine drainage and subsidence control) and environmental impacts (noxious ion release). During Phase 3 the majority of the activity involves completing two full scale demonstration projects. The eleven acre Longridge mine in Preston County will be filled with 53,000 cubic yards of grout during the summer of 1997 and monitored for the following year. The second demonstration involves stowing 2,000 tons of ash into an abandoned mine to demonstrate the newly redesigned Burnett Ejector. This demonstration is anticipated to take place during Summer 1997, as well. This document will report on progress made during Phase 3. The report will be divided into four major sections. The first will be the Hydraulic Injection component. This section of the report will report on progress and milestones associated with the grouting activities of the project. The Phase 3 tasks of Economic Analysis and Regulatory Analysis is covered under this section. The second component is Pneumatic Injection. This section reports on progress made towards completing the demonstration project. The Water Quality component involves background monitoring of water quality and precipitation at the Phase 3 (Longridge) mine site. The last component involves evaluating the migration of contaminants through the grouted mine. A computer model has been developed in earlier phases and will model the flow of water in and around the grouted Longridge mine. The Gantt Chart on the following page details progress by task.

NONE

1997-12-31T23:59:59.000Z

311

Disposal of fluidized bed combustion ash in an underground mine to control acid mine drainage and subsidence. Quarterly report, December 1, 1996--February 28, 1997  

SciTech Connect

This project will evaluate the technical, economic and environmental feasibility of filling abandoned underground mine voids with alkaline, advanced coal combustion wastes (Fluidized Bed Combustion -- FBC ash). Success will be measured in terms of technical feasibility of the approach (i.e. % void filling), cost, environmental benefits (acid mine drainage and subsidence control) and environmental impacts (noxious ion release). During Phase 3 the majority of the activity involves completing two full scale demonstration projects. The eleven acre Longridge mine in Preston County will be filled with 53,000 cubic yards of grout during the summer of 1997 and monitored for the following year. The second demonstration involves stowing 2,000 tons of ash into an abandoned mine to demonstrate the newly redesigned Burnett Ejector. This demonstration is anticipated to take place during Summer 1997, as well. This document will report on progress made during Phase 3. The report will be divided into four major sections. The first will be the Hydraulic Injection component. This section of the report will report on progress and milestones associated with the grouting activities of the project. The Phase 3 tasks of Economic Analysis and Regulatory Analysis will be covered under this section. The second component is Pneumatic Injection. This section reports on progress made towards completing the demonstration project. The Water Quality component involves background monitoring of water quality and precipitation at the Phase 3 (Longridge) mine site. The last component involves evaluating the migration of contaminants through the grouted mine. A computer model has been developed in earlier phases and will model the flow of water in and around the grouted Longridge mine.

NONE

1997-12-31T23:59:59.000Z

312

Evaluating the feasibility of underground coal gasification in Thailand  

SciTech Connect

Underground coal gasification (UCG) is a clean coal technology that converts in situ coal into a low- to medium-grade product gas without the added expense of mining and reclamation. Potential candidates for UCG are those coal resources that are not economically recoverable or that are otherwise unacceptable for conventional coal utilization processes. The Energy and Environmental Research Center (EERC), through the sponsorship of the US Trade and Development Agency and in collaboration with the Electricity Generating Authority of Thailand (EGAT), is undertaking a feasibility study for the application of UCG in the Krabi coal mining area, 620 miles south of Bangkok in Thailand. The EERC`s objective for this project is to determine the technical, environmental, and economic feasibility of demonstrating and commercializing UCG at a selected site in the Krabi coal mining area. This paper addresses the preliminary developments and ongoing strategy for evaluating the selected UCG site. The technical, environmental, and economic factors for successful UCG operation are discussed, as well as the strategic issues pertaining to future energy expansion in southern Thailand.

Young, B.C.; Harju, J.A.; Schmit, C.R.; Solc, J. [Univ. of North Dakota, Grand Forks, ND (United States). Energy and Environmental Research Center; Boysen, J. [B.C. Technologies, Ltd., Laramie, WY (United States); Kuehnel, R.A. [International Inst. for Aerospace Survey and Earth Sciences, Delft (Netherlands)

1996-12-31T23:59:59.000Z

313

Assessment and management of roof fall risks in underground coal mines  

Science Journals Connector (OSTI)

Accidents caused by roof falls are commonly faced problems of underground coal mines. These accidents may have detrimental effects on workers in the form of injury, disability or fatality as well as mining company due to downtimes, interruptions in the mining operations, equipment breakdowns, etc. This study proposes a risk and decision analysis methodology for the assessment and management of risk associated with mine roof falls in underground coal mines. In the proposed methodology, risk assessment requires the determination of probabilities, possible consequences and cost of consequences. Then the risk is managed by the application of decision-making principles. The probabilities are determined by the analysis of 1141 roof fall data from 12 underground mines in the Appalachian region. The consequences are assessed based on the type of injuries observed after roof falls and the place of the mining activity. The cost of consequences is modeled by the so-called relative cost criterion. A decision analysis framework is developed in order to manage the evaluated risk for a single mine. Then this model is extended to a regional model for the management of the roof fall risks in the mines of whole Appalachia. The proposed model is illustrated with an example and it is found to be a powerful technique for coping with uncertainties and the management of roof fall risks.

H.S.B. Duzgun; H.H. Einstein

2004-01-01T23:59:59.000Z

314

Injection-Induced Earthquakes  

Science Journals Connector (OSTI)

...sounds safe enough. But if the deep aquifer system was originally underpressured...directed toward protection of potable aquifers by requiring injection into formations...much smaller magnitudes. The largest fracking-induced earthquakes (24, 26) have all been below the damage...

William L. Ellsworth

2013-07-12T23:59:59.000Z

315

Accounting for Remaining Injected Fracturing Fluid  

E-Print Network (OSTI)

The technology of multi-stage fracturing of horizontal wells made the development of shale gas reservoirs become greatly successful during the past decades. A large amount of fracturing fluid, usually from 53,000 bbls to 81,400 bbls, is injected...

Zhang, Yannan

2013-12-06T23:59:59.000Z

316

RAPID/Geothermal/Well Field/Idaho | Open Energy Information  

Open Energy Info (EERE)

Any person, owner or operator who proposes to construct a well for the production of or exploration for geothermal resources or to construct an injection well shall first apply...

317

Injection-controlled laser resonator  

DOE Patents (OSTI)

A new injection-controlled laser resonator incorporates self-filtering and self-imaging characteristics with an efficient injection scheme. A low-divergence laser signal is injected into the resonator, which enables the injection signal to be converted to the desired resonator modes before the main laser pulse starts. This injection technique and resonator design enable the laser cavity to improve the quality of the injection signal through self-filtering before the main laser pulse starts. The self-imaging property of the present resonator reduces the cavity induced diffraction effects and, in turn, improves the laser beam quality. 5 figs.

Chang, J.J.

1995-07-18T23:59:59.000Z

318

Natural Gas Wells Near Project Rulison  

Office of Legacy Management (LM)

for for Natural Gas Wells Near Project Rulison Second Quarter 2013 U.S. Department of Energy Office of Legacy Management Grand Junction, Colorado Date Sampled: April 3, 2013 Background: Project Rulison was the second underground nuclear test under the Plowshare Program to stimulate natural-gas recovery from deep, low-permeability formations. On September 10, 1969, a 40-kiloton-yield nuclear device was detonated 8,426 feet (1.6 miles) below the ground surface in the Williams Fork Formation, at what is now the Rulison, Colorado, Site. Following the detonation, a series of production tests were conducted. Afterward, the site was shut down and then remediated, and the emplacement well (R-E) and the reentry well (R-Ex) were plugged. Purpose: As part of the U.S. Department of Energy (DOE) Office of Legacy Management (LM) mission

319

Laser Oil and Gas Well Drilling Demonstration Videos  

DOE Data Explorer (OSTI)

ANL's Laser Applications Laboratory and collaborators are examining the feasibility of adapting high-power laser technology to drilling for gas and oil. The initial phase is designed to establish a scientific basis for developing a commercial laser drilling system and determine the level of gas industry interest in pursuing future research. Using lasers to bore a hole offers an entirely new approach to mechanical drilling. The novel drilling system would transfer light energy from lasers on the surface, down a borehole by a fiber optic bundle, to a series of lenses that would direct the laser light to the rock face. Researchers believe that state-of-the-art lasers have the potential to penetrate rock many times faster than conventional boring technologies - a huge benefit in reducing the high costs of operating a drill rig. Because the laser head does not contact the rock, there is no need to stop drilling to replace a mechanical bit. Moreover, researchers believe that lasers have the ability to melt the rock in a way that creates a ceramic sheath in the wellbore, eliminating the expense of buying and setting steel well casing. A laser system could also contain a variety of downhole sensors, including visual imaging systems that could communicate with the surface through the fiber optic cabling. Earlier studies have been promising, but there is still much to learn. One of the primary objectives of the new study will be to obtain much more precise measurements of the energy requirements needed to transmit light from surface lasers down a borehole with enough power to bore through rocks as much as 20,000 feet or more below the surface. Another objective will be to determine if sending the laser light in sharp pulses, rather than as a continuous stream, could further increase the rate of rock penetration. A third aspect will be to determine if lasers can be used in the presence of drilling fluids. In most wells, thick fluids called "drilling muds" are injected into the borehole to wash out rock cuttings and keep water and other fluids from the underground formations from seeping into the well. The technical challenge will be to determine whether too much laser energy is expended to clear away the fluid where the drilling is occurring. (Copied with editing from http://www.ne.anl.gov/facilities/lal/laser_drilling.html). The demonstration videos, provided here in QuickTime format, are accompanied by patent documents and PDF reports that, together, provide an overall picture of this fascinating project.

320

E-Print Network 3.0 - automated flow injection Sample Search...  

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

output but also... Environment, and is an extension of the work by Hiller et al. 20. PROPANE enables the injection of faults... , as well as injection of software faults and...

Note: This page contains sample records for the topic "underground injection wells" 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

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

322

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

323

Injectivity Test At Raft River Geothermal Area (1979) | Open Energy  

Open Energy Info (EERE)

Injectivity Test At Raft River Geothermal Area (1979) Injectivity Test At Raft River Geothermal Area (1979) Jump to: navigation, search GEOTHERMAL ENERGYGeothermal Home Exploration Activity: Injectivity Test At Raft River Geothermal Area (1979) Exploration Activity Details Location Raft River Geothermal Area Exploration Technique Injectivity Test Activity Date 1979 Usefulness useful DOE-funding Unknown Notes Quantification of the pressure response prior to 600 minutes is not always possible. Short-duration (< 24-hour) injection or pump tests are conducted with the drilling rig equipment, and long-duration (21-day) injection and pump tests are then conducted with the permanent pumping facilities. References Allman, D. W.; Goldman, D.; Niemi, W. L. (1 January 1979) Evaluation of testing and reservoir parameters in geothermal wells at Raft

324

TYBO/BENHAM: Model Analysis of Groundwater Flow and Radionuclide Migration from Underground Nuclear Tests in Southwestern Pahute Mesa, Nevada  

SciTech Connect

Recent field studies have led to the discovery of trace quantities of plutonium originating from the BENHAM underground nuclear test in two groundwater observation wells on Pahute Mesa at the Nevada Test Site. These observation wells are located 1.3 km from the BENHAM underground nuclear test and approximately 300 m from the TYBO underground nuclear test. In addition to plutonium, several other conservative (e.g. tritium) and reactive (e.g. cesium) radionuclides were found in both observation wells. The highest radionuclide concentrations were found in a well sampling a welded tuff aquifer more than 500m above the BENHAM emplacement depth. These measurements have prompted additional investigations to ascertain the mechanisms, processes, and conditions affecting subsurface radionuclide transport in Pahute Mesa groundwater. This report describes an integrated modeling approach used to simulate groundwater flow, radionuclide source release, and radionuclide transport near the BENHAM and TYBO underground nuclear tests on Pahute Mesa. The components of the model include a flow model at a scale large enough to encompass many wells for calibration, a source-term model capable of predicting radionuclide releases to aquifers following complex processes associated with nonisothermal flow and glass dissolution, and site-scale transport models that consider migration of solutes and colloids in fractured volcanic rock. Although multiple modeling components contribute to the methodology presented in this report, they are coupled and yield results consistent with laboratory and field observations. Additionally, sensitivity analyses are conducted to provide insight into the relative importance of uncertainty ranges in the transport parameters.

Andrew Wolfsberg; Lee Glascoe; Guoping Lu; Alyssa; Olson; Peter Lichtner; Maureen McGraw; Terry Cherry; ,; Guy Roemer

2002-09-01T23:59:59.000Z

325

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

326

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

327

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

328

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

329

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:

330

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

331

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

332

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

333

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

334

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,

335

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

336

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

337

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

338

Apparatus and method for monitoring underground fracturing  

DOE Patents (OSTI)

An apparatus and method for measuring deformation of a rock mass around the vicinity of a fracture, commonly induced by hydraulic fracturing is provided. To this end, a well is drilled offset from the proposed fracture region, if no existing well is present. Once the well is formed to a depth approximately equal or exceeding the depth of the proposed fracture, a plurality of inclinometers, for example tiltmeters, are inserted downhole in the well. The inclinometers are located both above and below the approximate depth of the proposed fracture. The plurality of inclinometers may be arranged on a wireline that may be retrieved from the downhole portion of the well and used again or, alternatively, the inclinometers may be cemented in place. In either event, the inclinometers are used to measure the deformation of the rock around the induced fracture. 13 figs.

Warpinski, N.R.; Steinfort, T.D.; Branagan, P.T.; Wilmer, R.H.

1999-08-10T23:59:59.000Z

339

Apparatus and method for monitoring underground fracturing  

DOE Patents (OSTI)

An apparatus and method for measuring deformation of a rock mass around the vicinity of a fracture, commonly induced by hydraulic fracturing is provided. To this end, a well is drilled offset from the proposed fracture region, if no existing well is present. Once the well is formed to a depth approximately equal or exceeding the depth of the proposed fracture, a plurality of inclinometers, for example tiltmeters, are inserted downhole in the well. The inclinometers are located both above and below the approximate depth of the proposed fracture. The plurality of inclinometers may be arranged on a wireline that may be retrieved from the downhole portion of the well and used again or, alternatively, the inclinometers may be cemented in place. In either event, the inclinometers are used to measure the deformation of the rock around the induced fracture.

Warpinski, Norman R. (Albuquerque, NM); Steinfort, Terry D. (Tijeras, NM); Branagan, Paul T. (Las Vegas, NV); Wilmer, Roy H. (Las Vegas, NV)

1999-08-10T23:59:59.000Z

340

Decontaminating Flooded Wells  

E-Print Network (OSTI)

This publication explains how to decontaminate and disinfect a well, test the well water and check for well damage after a flood....

Boellstorff, Diana; Dozier, Monty; Provin, Tony; Dictson, Nikkoal; McFarland, Mark L.

2005-09-30T23:59:59.000Z

Note: This page contains sample records for the topic "underground injection wells" 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

Measurements of injected impurity assimilation during massive gas injection experiments in DIII-D  

SciTech Connect

Impurities (H-2, D-2, He, Ne or Ar) injected into steady (non-disrupting) discharges with massive gas injection (MGI) are shown to mix into the plasma core dominantly via magnetohydrodynamic activity during the plasma thermal quench (TQ). Mixing efficiencies of injected impurities into the plasma core are measured to be of order 0.05-0.4. 0D modelling of the experiments is found to reproduce observed TQ and current quench durations reasonably well (typically within +/- 25% or so), although shutdown onset times are underestimated (by around 2 x). Preliminary 0D modelling of ITER based on DIII-D mixing efficiencies suggests that MGI will work well in ITER with regard to disruption heat load and vessel force mitigation, but may not collisionally suppress runaway electrons.

Hollmann, E. M. [University of California, San Diego; Jernigan, T. C. [Oak Ridge National Laboratory (ORNL); Parks, P. B. [General Atomics; Boedo, J.A. [University of California, San Diego; Evans, T. E. [General Atomics, San Diego; Groth, M. [Lawrence Livermore National Laboratory (LLNL); Humphreys, D A [General Atomics, San Diego; James, A. N. [University of California, San Diego; Lanctot, M J [Columbia University; Nishijima, D. [University of California, San Diego; Rudakov, D.L. [University of California, San Diego; Scott, H A [Lawrence Livermore National Laboratory (LLNL); Strait, E. J. [General Atomics; Van Zeeland, Michael [General Atomics; Wesley, J. C. [General Atomics; West, J C [General Atomics, San Diego; Wu, W [General Atomics, San Diego; Yu, J.H. [University of California, San Diego

2008-01-01T23:59:59.000Z

342

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...

343

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

344

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...

345

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

346

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

347

Evaluation of a subsurface oxygenation technique using colloidal gas aphron injections into packed column reactors  

SciTech Connect

Bioremediation may be a remedial technology capable of decontaminating subsurface environments. The objective of this research was to evaluate the use of colloidal gas aphron (CGA) injection, which is the injection of micrometer-size air bubbles in an aqueous surfactant solution, as a subsurface oxygenation technique to create optimal growth conditions for aerobic bacteria. Along with this, the capability of CGAs to act as a soil-washing agent and free organic components from a coal tar-contaminated matrix was examined. Injection of CGAs may be useful for remediation of underground coal gasification (UCG) sites. Because of this, bacteria and solid material from a UCG site located in northeastern Wyoming were used in this research. Colloidal gas aphrons were generated and pumped through packed column reactors (PCRS) containing post-burn core materials. For comparison, PCRs containing sand were also studied. Bacteria from this site were tested for their capability to degrade phenol, a major contaminant at the UCG site, and were also used to bioaugment the PCR systems. In this study we examined: (1) the effect of CGA injection on dissolved oxygen concentrations in the PCR effluents, (2) the effect of CGA, H[sub 2]O[sub 2], and phenol injections on bacterial populations, (3) the stability and transport of CGAs over distance, and (4) CGA injection versus H[sub 2]O[sub 2] injection as an oxygenation technique.

Wills, R.A.; Coles, P.

1991-11-01T23:59:59.000Z

348

Evaluation of a subsurface oxygenation technique using colloidal gas aphron injections into packed column reactors  

SciTech Connect

Bioremediation may be a remedial technology capable of decontaminating subsurface environments. The objective of this research was to evaluate the use of colloidal gas aphron (CGA) injection, which is the injection of micrometer-size air bubbles in an aqueous surfactant solution, as a subsurface oxygenation technique to create optimal growth conditions for aerobic bacteria. Along with this, the capability of CGAs to act as a soil-washing agent and free organic components from a coal tar-contaminated matrix was examined. Injection of CGAs may be useful for remediation of underground coal gasification (UCG) sites. Because of this, bacteria and solid material from a UCG site located in northeastern Wyoming were used in this research. Colloidal gas aphrons were generated and pumped through packed column reactors (PCRS) containing post-burn core materials. For comparison, PCRs containing sand were also studied. Bacteria from this site were tested for their capability to degrade phenol, a major contaminant at the UCG site, and were also used to bioaugment the PCR systems. In this study we examined: (1) the effect of CGA injection on dissolved oxygen concentrations in the PCR effluents, (2) the effect of CGA, H{sub 2}O{sub 2}, and phenol injections on bacterial populations, (3) the stability and transport of CGAs over distance, and (4) CGA injection versus H{sub 2}O{sub 2} injection as an oxygenation technique.

Wills, R.A.; Coles, P.

1991-11-01T23:59:59.000Z

349

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

350

A Coulomb stress model for induced seismicity distribution due to fluid injection and withdrawal in deep boreholes  

Science Journals Connector (OSTI)

......plane of maximum cumulative Coulomb stress...that used in the field injection experiments...equivalent manner, to oil/gas withdrawal...the injection and production wells (over 650...differences in the stress field changes for injection...the regional stress field, as the injection......

Antonio Troiano; Maria Giulia Di Giuseppe; Claudia Troise; Anna Tramelli; Giuseppe De Natale

2013-01-01T23:59:59.000Z

351

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

352

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

353

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

354

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

355

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

356

,"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...

357

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. ile; N. Altinsoy; N. elebi

2010-01-01T23:59:59.000Z

358

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

359

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

360

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

Note: This page contains sample records for the topic "underground injection wells" 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

Premixed direct injection nozzle  

DOE Patents (OSTI)

An injection nozzle having a main body portion with an outer peripheral wall is disclosed. The nozzle includes a plurality of fuel/air mixing tubes disposed within the main body portion and a fuel flow passage fluidly connected to the plurality of fuel/air mixing tubes. Fuel and air are partially premixed inside the plurality of the tubes. A second body portion, having an outer peripheral wall extending between a first end and an opposite second end, is connected to the main body portion. The partially premixed fuel and air mixture from the first body portion gets further mixed inside the second body portion. The second body portion converges from the first end toward said second end. The second body portion also includes cooling passages that extend along all the walls around the second body to provide thermal damage resistance for occasional flame flash back into the second body.

Zuo, Baifang (Simpsonville, SC); Johnson, Thomas Edward (Greer, SC); Lacy, Benjamin Paul (Greer, SC); Ziminsky, Willy Steve (Simpsonville, SC)

2011-02-15T23:59:59.000Z

362

Well control procedures for extended reach wells  

E-Print Network (OSTI)

been found to be critical to the success of ERD are torque and drag, drillstring design, wellbore stability, hole cleaning, casing design, directional drilling optimization, drilling dynamics and rig sizing.4 Other technologies of vital importance... are the use of rotary steerable systems (RSS) together with measurement while drilling (MWD) and logging while drilling (LWD) to geosteer the well into the geological target.5 Many of the wells drilled at Wytch Farm would not have been possible to drill...

Gjorv, Bjorn

2004-09-30T23:59:59.000Z

363

Hydrologic Tests at Characterization Well R-14  

SciTech Connect

Well R-14 is located in Ten Site Canyon and was completed at a depth of 1316 ft below ground surface (bgs) in August 2002 within unassigned pumiceous deposits located below the Puye Formation (fanglomerate). The well was constructed with two screens positioned below the regional water table. Individual static depths measured for each isolated screen after the Westbay{trademark} transducer monitoring system was installed in mid-December 2002 were nearly identical at 1177 ft bgs, suggesting only horizontal subsurface flow at this time, location, and depth. Screen 1 straddles the geologic contact between the Puye fanglomerate and unassigned pumiceous deposits. Screen 2 is located about 50 ft deeper than screen 1 and is only within the unassigned pumiceous deposits. Constant-rate, straddle-packer, injection tests were conducted at screen 2, including two short tests and one long test. The short tests were 1 minute each but at different injection rates. These short tests were used to select an appropriate injection rate for the long test. We analyzed both injection and recovery data from the long test using the Theis, Theis recovery, Theis residual-recovery, and specific capacity techniques. The Theis injection, Theis recovery, and specific capacity methods correct for partial screen penetration; however, the Theis residual-recovery method does not. The long test at screen 2 involved injection at a rate of 10.1 gallons per minute (gpm) for 68 minutes and recovery for the next 85 minutes. The Theis analysis for screen 2 gave the best fit to residual recovery data. These results suggest that the 158-ft thick deposits opposite screen 2 have a transmissivity (T) equal to or greater than 143 ft{sup 2}/day, and correspond to a horizontal hydraulic conductivity (K) of at least 0.9 ft/day. The specific capacity method yielded a T value equal to or greater than 177 ft{sup 2}/day, and a horizontal K of at least 1.1 ft/day. Results from the injection and recovery phases of the test at screen 2 were similar to those from the residual-recovery portion of the test, but were lower by a factor of about two. The response to injection was typical for a partially penetrating well screen in a very thick aquifer.

S. McLin; W. Stone

2004-08-01T23:59:59.000Z

364

Well testing in coalbed methane (CBM) wells: An environmental remediation case history  

SciTech Connect

In 1993, methane seepage was observed near coalbed methane wells in southwestern Colorado. Well tests were conducted to identify the source of the seeps. The well tests were complicated by two-phase flow, groundwater flow, and gas readsorption. Using the test results, production from the area was simulated. The cause of the seeps was found to be depressuring in shallow coal near the surface, and a remediation plan using water injection near the seep area was formulated.

Cox, D.P.; Young, G.B.C.; Bell, M.J.

1995-12-31T23:59:59.000Z

365

U.S. Department of Energy Categorical Exclusion ...  

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

Abandonment of the Western Sector Dynamic Underground Stripping (DUS) Project Steam Injection Wells Savannah River Site AikenAikenSouth Carolina The steam injection phase at the...

366

Lake Nyos and Mammoth Mountain: What Do They Tell Us about the Security of Engineered Storage of CO2 Underground?  

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

Lake Nyos aNd MaMMoth MouNtaiN: Lake Nyos aNd MaMMoth MouNtaiN: What do they teLL us about the security of eNgiNeered storage of co 2 uNdergrouNd? Introduction Lake Nyos in the Northwest Province of Cameroon in western Africa and Mammoth Mountain in California are the sites of two well-known underground releases of carbon dioxide (CO 2 ) in nature, both with adverse effects. Both Lake Nyos and Mammoth Mountain are atop current or former volcanoes and the released CO 2 is volcanic in origin (sometimes referred to as magmatic origin). Molten rock (magma) far below the Earth's surface contains entrained amounts of water, CO 2 , and other gases. If the magma rises toward the Earth's surface, the pressure it is under is reduced and the entrained gases begin to expand. The expansion of the

367

Fracture-zone dewatering to control ground water inflow in underground coal mines. Report of Investigations/1985  

SciTech Connect

The Bureau of Mines investigation focuses on the identification and control of ground-water inflow problems that occur in the active sections of underground Appalachian coal mines. A fracture inflow survey of eight underground mines was conducted. Three types of mine fracture intercepts were identified, which are typical of wet section mining conditions. A mine in Preston County, WV was selected as the site for a fracture-zone dewatering experiment. Fracture trace analysis was used to site dewatering wells in a fracture valley setting ahead of mine development. The design, implementation, and results of the dewatering experiment are presented. The investigation suggests that fracture zones are responsible for the sudden release of stored ground water, which often occurs as mining sections advance beneath fracture valley topography. It is concluded, therefore, that dewatering operations that are designed to intercept the component of ground water that is stored in fracture zones will be most effective in controlling infiltration to active mine sections.

Schmidt, R.D.

1985-01-01T23:59:59.000Z

368

A Case History of Injection Through 1991 at Dixie Valley, Nevada | Open  

Open Energy Info (EERE)

Case History of Injection Through 1991 at Dixie Valley, Nevada Case History of Injection Through 1991 at Dixie Valley, Nevada Jump to: navigation, search OpenEI Reference LibraryAdd to library Journal Article: A Case History of Injection Through 1991 at Dixie Valley, Nevada Abstract The Dixie Valley injection system has been operational for 3 1/4 years and disperses injectate into the reservoir through three distinct geological environments. Short term step-rate injection tests underestimated the long term injectivity of some of the injectors requiring additional injectors to be drilled. Liberal use of surface discharge over three years allowed orderly development of an eight-well injection system that provides pressure support for nine production wells but has not yet resulted in any cooling problems. Tracer testing identified a single flow path while long

369

Groundwater and Wells (Nebraska)  

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

This section describes regulations relating to groundwater protection, water wells, and water withdrawals, and requires the registration of all water wells in the state.

370

Completion report for Well Cluster ER-20-5  

SciTech Connect

The Well Cluster ER-20-5 drilling and completion project was conducted for the US Department of Energy, Nevada Operations Office (DOE/NV), in support of the Nevada Environmental Restoration Project at the Nevada Test Site (NTS) in Nye County, Nevada. Its primary tasks include collecting geological, geophysical, hydrological, and water chemistry data from new and existing wells to define groundwater quality in addition to pathways and rates of groundwater migration. A program of drilling wells near the sites of selected underground nuclear tests (near-field drilling) was implemented to obtain site-specific data about the nature and extent of migration of radionuclides that might have been produced by an underground nuclear explosion. Well Cluster ER-20-5 is the first near-field drilling project initiated at the NTS. This document presents construction data and summarizes the scientific data gathered during the drilling and well-installation phases for all three holes drilled at Well Cluster ER-20-5. Some of this information is preliminary and unprocessed, but was released so that drilling, geotechnical, well design, and completion data could be rapidly disseminated. Additional information about water levels, aquifer testing, and groundwater sampling will be reported after any of this work is performed. Any additional geologic and/or geophysical investigations conducted for this project is described in one or more analysis and interpretation reports. The lithologic and stratigraphic logs, however, are provided in final form.

NONE

1997-03-01T23:59:59.000Z

371

Thermal-Hydrological Sensitivity Analysis of Underground Coal Gasification  

SciTech Connect

This paper presents recent work from an ongoing project at Lawrence Livermore National Laboratory (LLNL) to develop a set of predictive tools for cavity/combustion-zone growth and to gain quantitative understanding of the processes and conditions (natural and engineered) affecting underground coal gasification (UCG). We discuss the application of coupled thermal-hydrologic simulation capabilities required for predicting UCG cavity growth, as well as for predicting potential environmental consequences of UCG operations. Simulation of UCG cavity evolution involves coupled thermal-hydrological-chemical-mechanical (THCM) processes in the host coal and adjoining rockmass (cap and bedrock). To represent these processes, the NUFT (Nonisothermal Unsaturated-saturated Flow and Transport) code is being customized to address the influence of coal combustion on the heating of the host coal and adjoining rock mass, and the resulting thermal-hydrological response in the host coal/rock. As described in a companion paper (Morris et al. 2009), the ability to model the influence of mechanical processes (spallation and cavity collapse) on UCG cavity evolution is being developed at LLNL with the use of the LDEC (Livermore Distinct Element Code) code. A methodology is also being developed (Morris et al. 2009) to interface the results of the NUFT and LDEC codes to simulate the interaction of mechanical and thermal-hydrological behavior in the host coal/rock, which influences UCG cavity growth. Conditions in the UCG cavity and combustion zone are strongly influenced by water influx, which is controlled by permeability of the host coal/rock and the difference between hydrostatic and cavity pressure. In this paper, we focus on thermal-hydrological processes, examining the relationship between combustion-driven heat generation, convective and conductive heat flow, and water influx, and examine how the thermal and hydrologic properties of the host coal/rock influence those relationships. Specifically, we conducted a parameter sensitivity analysis of the influence of thermal and hydrological properties of the host coal, caprock, and bedrock on cavity temperature and steam production.

Buscheck, T A; Hao, Y; Morris, J P; Burton, E A

2009-10-05T23:59:59.000Z

372

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

373

Disposal of produced waters: Undergrown injection option in the Black Warrior Basin  

SciTech Connect

The disposal of large volumes of water produced simultaneously with coal-bed methane is a costly, environmentally sensitive problem. Underground injection into deeper, naturally fractured, low-porosity formations is feasible provided that the total dissolved solids level of these formation waters comply with Environmental Protection Agency guidelines. Greater fracture density in proximity to structures formed by Appalachian and Ouachita tectonism, along with a higher total dissolved solids level in both the production and injection formation waters, occurs in the eastern, southern, and northern margins of the coal-bed methane (CBM) area of the Black Warrior basin in Alabama. Injection permeability is developed where fractures intersect formations with suitable lithologies and thickness. Initial results indicate that the lower Pottsville sands, which thicken to the south, have the highest initial injection potential, although these sands appear dirty and tight on the logs. Normal faulting and matrix porosity, in addition to fracturing, may increase permeability in this formation. In the shallower, northern edge of the CBM area, thin-bedded Mississippian sands with high porosity, such as the Hartzelle, may be present. Injection potential also occurs in the fractured Devonian chert and silecous carbonate lithologies in the Upper Silurian where they thicken to the southwest, and in sandy carbonate lithologies in the undifferentiated Silurian and Ordovician at the eastern margin of the overthrust. The Cambrian-Ordovician Knox Formation has injection potential in a 6-mi wide zone at the eastern margin of the basin, where the upper Knox is dolomitized below the unconformity.

Ortiz, I.; Weller, T.F.; Anthony, R.V. (United Energy Development Consultants, Pittsburgh, PA (United States)); Dziewulski, D. (BioIndustrial Technologies, Pittsburgh, PA (United States)); Lorenzen, J. (ResTech, Pittsburgh, PA (United States)); Frantz, J.H. Jr. (S.A. Holditch Associates, Inc., Pittsburgh, PA (United States))

1993-08-01T23:59:59.000Z

374

Investigation into the modeling of ground deformations induced by underground mining  

SciTech Connect

The mechanisms of strata deformation due to underground mining were analyzed in an effort to better understand immediate roof behavior and surface displacements. Strata deformation characteristics above longwall and room-and-pillar mines in the eastern US coal fields were evaluated and a numerical procedure was developed for calculating surface displacements. The model, based on the well-known finite element method, utilized empirical indices associated with subsidence engineering in order to incorporate the site-specific characteristics into the formulation. Different material behavior models and failure criteria were employed in an attempt to determine the areas highly deformed by underground excavation. Additionally, the method was sensitive to the ratios of the elastic moduli used to describe different rocks and/or rock conditions, and not to the magnitude of the elastic properties. Thus, the use of arbitrary reduction factors to convert laboratory to in situ property values was completely avoided and scaling of the calculated surface displacements was based on, the empirically predicted, regional or local parameters. The use of fixed displacement nodes around an opening to induce failure overcame the roof-floor overlap problem encountered in other formulations. The successful implementation of the proposed methodology for modeling surface deformations complements and enhances existing prediction techniques, which are primarily based on empirical approaches, by allowing parametric analysis for different excavation geometries, roof convergence curves and overburden properties.

Agioutantis, Z.G.

1987-01-01T23:59:59.000Z

375

Relevance of underground natural gas storage to geologic sequestration of carbon dioxide  

SciTech Connect

The practice of underground natural gas storage (UNGS), which started in the USA in 1916, provides useful insight into the geologic sequestration of carbon dioxide--the dominant anthropogenic greenhouse gas released into the atmosphere. In many ways, UNGS is directly relevant to geologic CO{sub 2} storage because, like CO{sub 2}, natural gas (essentially methane) is less dense than water. Consequently, it will tend to rise to the top of any subsurface storage structure located below the groundwater table. By the end of 2001 in the USA, about 142 million metric tons of natural gas were stored underground in depleted oil and gas reservoirs and brine aquifers. Based on their performance, UNGS projects have shown that there is a safe and effective way of storing large volumes of gases in the subsurface. In the small number of cases where failures did occur (i.e., leakage of the stored gas into neighboring permeable layers), they were mainly related to improper well design, construction, maintenance, and/or incorrect project operation. In spite of differences in the chemical and physical properties of the gases, the risk-assessment, risk-management, and risk-mitigation issues relevant to UNGS projects are also pertinent to geologic CO{sub 2} sequestration.

Lippmann, Marcelo J.; Benson, Sally M.

2002-07-01T23:59:59.000Z

376

Plugging Abandoned Water Wells  

E-Print Network (OSTI)

. It is recommended that before you begin the process of plugging an aban- doned well that you seek advice from your local groundwater conservation district, a licensed water well driller in your area, or the Water Well Drillers Program with the Texas Department... hire a licensed water well driller or pump installer to seal and plug an abandoned well. Well contractors have the equipment and an understanding of soil condi- tions to determine how a well should be properly plugged. How can you take care...

Lesikar, Bruce J.

2002-02-28T23:59:59.000Z

377

NETL: Mercury Emissions Control Technologies - Sorbent Injection for Small  

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

Sorbent Injection for Small ESP Mercury Control in Low Sulfur Eastern Bituminous Coal Flue Gas Sorbent Injection for Small ESP Mercury Control in Low Sulfur Eastern Bituminous Coal Flue Gas URS Group and their test team will evaluate sorbent injection for mercury control on sites with low-SCA ESPs, burning low sulfur Eastern bituminous coals. Full-scale tests will be performed at Plant Yates Units 1 and 2 to evaluate sorbent injection performance across a cold-side ESP/wet FGD and a cold-side ESP with a dual NH3/SO3 flue gas conditioning system, respectively. Short-term parametric tests on Units 1 and 2 will provide data on the effect of sorbent injection rate on mercury removal and ash/FGD byproduct composition. Tests on Unit 2 will also evaluate the effect of dual-flue gas conditioning on sorbent injection performance. Results from a one-month injection test on Unit 1 will provide insight to the long-term performance and variability of this process as well as any effects on plant operations. The goals of the long-term testing are to obtain sufficient operational data on removal efficiency over time, effects on the ESP and balance of plant equipment, and on injection equipment operation to prove process viability.

378

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

379

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

380

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

Note: This page contains sample records for the topic "underground injection wells" 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

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

382

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

383

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

384

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

385

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

386

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

387

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

388

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

389

Terahertz graphene lasers: Injection versus optical pumping  

SciTech Connect

We analyze the formation of nonequilibrium states in optically pumped graphene layers and in forward-biased graphene structures with lateral p-i-n junctions and consider the conditions of population inversion and lasing. The model used accounts for intraband and interband relaxation processes as well as deviation of the optical phonon system from equilibrium. As shown, optical pumping suffers from a significant heating of both the electron-hole plasma and the optical phonon system, which can suppress the formation of population inversion. In the graphene structures with p-i-n junction, the injected electrons and holes have relatively low energies, so that the effect of cooling can be rather pronounced, providing a significant advantage of the injection pumping in realization of graphene terahertz lasers.

Ryzhii, Victor; Otsuji, Taiichi [Research Institute for Electrical Communication, Tohoku University, Sendai 980-8577 (Japan); Ryzhii, Maxim [Computational Nanoelectronics Laboratory, University of Aizu, Aizu-Wakamatsu 965-8580 (Japan); Mitin, Vladimir [Department of Electrical Engineering, University at Buffalo, SUNY, Buffalo, New York 14260-1920 (United States)

2013-12-04T23:59:59.000Z

390

Horizontal well IPR calculations  

SciTech Connect

This paper presents the calculation of near-wellbore skin and non-Darcy flow coefficient for horizontal wells based on whether the well is drilled in an underbalanced or overbalanced condition, whether the well is completed openhole, with a slotted liner, or cased, and on the number of shots per foot and phasing for cased wells. The inclusion of mechanical skin and the non-Darcy flow coefficient in previously published horizontal well equations is presented and a comparison between these equations is given. In addition, both analytical and numerical solutions for horizontal wells with skin and non-Darcy flow are presented for comparison.

Thomas, L.K.; Todd, B.J.; Evans, C.E.; Pierson, R.G.

1996-12-31T23:59:59.000Z

391

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

392

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

393

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

394

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

395

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

396

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

397

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

398

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

399

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

400

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

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


401

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

402

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

403

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

404

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

405

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

406

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

407

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

408

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

409

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

410

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

411

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

412

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

413

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

414

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

415

Injection nozzle for a turbomachine  

DOE Patents (OSTI)

A turbomachine includes a compressor, a combustor operatively connected to the compressor, an end cover mounted to the combustor, and an injection nozzle assembly operatively connected to the combustor. The injection nozzle assembly includes a first end portion that extends to a second end portion, and a plurality of tube elements provided at the second end portion. Each of the plurality of tube elements defining a fluid passage includes a body having a first end section that extends to a second end section. The second end section projects beyond the second end portion of the injection nozzle assembly.

Uhm, Jong Ho; Johnson, Thomas Edward; Kim, Kwanwoo

2012-09-11T23:59:59.000Z

416

Economic design of wells  

Science Journals Connector (OSTI)

...concepts and the general principles outlined...with wells of the general configuration shown...internal com- bustion engine. It is assumed that...analysis, consider a diesel- powered well of...modified to use either a general expression for performance...written in terms of diesel-powered wells...

R. F. Stoner; D. M. Milne; P. J. Lund

417

Hydrothermal Injection Research Program. Annual progress report, FY 1983  

SciTech Connect

The test program was initiated at the Raft River Geothermal Field in southern Idaho in September of 1982. A series of eight short-term injection and backflow tests followed by a long-term injection test were conducted on one well in the field. Tracers were added during injection and monitored during backflow of the well. The test program was successful, resulting in a unique data set which shows promise as a means to improve understanding of the reservoir characteristics. In December of 1982 an RFP was issued to obtain an industrial partner to obtain follow-on data on the injection/backflow technique in a second field and to study any alternate advanced concepts for injection testing which the industrial community might recommend. Republic Geothermal, Inc. and the East Mesa Geothermal Field were selected for the second test series. Two wells were utilized for testing, and a series of ten tests were conducted in July and August of 1983 aimed principally at further evaluation of the injection/backflow technique. This test program was also successfully completed. This report describes in detail the analysis conducted on the Raft River data, the supporting work at EG and G Idaho and at ESL/UURI, and gives an overview of the objectives and test program at East Mesa.

Blackett, R.E.; Kolesar, P.T.; Capuano, R.G.; Sill, W.R.; Allman, D.W.; Hull, L.C.; Large, R.M.; Miller, J.D.; Skiba, P.A.; Downs, W.F.; Koslow, K.N.; McAtee, R.E.; Russell, B.F.

1983-11-01T23:59:59.000Z

418

BUFFERED WELL FIELD OUTLINES  

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

OIL & GAS FIELD OUTLINES FROM BUFFERED WELLS OIL & GAS FIELD OUTLINES FROM BUFFERED WELLS The VBA Code below builds oil & gas field boundary outlines (polygons) from buffered wells (points). Input well points layer must be a feature class (FC) with the following attributes: Field_name Buffer distance (can be unique for each well to represent reservoirs with different drainage radii) ...see figure below. Copy the code into a new module. Inputs: In ArcMap, data frame named "Task 1" Well FC as first layer (layer 0). Output: Polygon feature class in same GDB as the well points FC, with one polygon field record (may be multiple polygon rings) per field_name. Overlapping buffers for the same field name are dissolved and unioned (see figure below). Adds an attribute PCTFEDLAND which can be populated using the VBA

419

Well drilling apparatus  

SciTech Connect

A drill rig for drilling wells having a derrick adapted to hold and lower a conductor string and drill pipe string. A support frame is fixed to the derrick to extend over the well to be drilled, and a rotary table, for holding and rotating drill pipe strings, is movably mounted thereon. The table is displaceable between an active position in alignment with the axis of the well and an inactive position laterally spaced therefrom. A drill pipe holder is movably mounted on the frame below the rotary table for displacement between a first position laterally of the axis of the well and a second position in alignment with the axis of the well. The rotary table and said drill pipe holder are displaced in opposition to each other, so that the rotary table may be removed from alignment with the axis of the well and said drill pipe string simultaneously held without removal from said well.

Prins, K.; Prins, R.K.

1982-09-28T23:59:59.000Z

420

well | OpenEI  

Open Energy Info (EERE)

43 43 Varnish cache server Browse Upload data GDR 429 Throttled (bot load) Error 429 Throttled (bot load) Throttled (bot load) Guru Meditation: XID: 2142280543 Varnish cache server well Dataset Summary Description The California Division of Oil, Gas, and Geothermal Resources contains oil, gas, and geothermal data for the state of California. Source California Division of Oil, Gas, and Geothermal Resources Date Released February 01st, 2011 (3 years ago) Date Updated Unknown Keywords California data gas geothermal oil well Data application/vnd.ms-excel icon California district 1 wells (xls, 10.1 MiB) application/vnd.ms-excel icon California district 2 wells (xls, 4 MiB) application/vnd.ms-excel icon California district 3 wells (xls, 3.8 MiB) application/zip icon California district 4 wells (zip, 11.2 MiB)

Note: This page contains sample records for the topic "underground injection wells" 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

Gator: a low-background counting facility at the Gran Sasso Underground Laboratory  

E-Print Network (OSTI)

A low-background germanium spectrometer has been installed and is being operated in an ultra-low background shield (the Gator facility) at the Gran Sasso underground laboratory in Italy (LNGS). With an integrated rate of ~0.16 events/min in the energy range between 100-2700 keV, the background is comparable to those of the world's most sensitive germanium detectors. After a detailed description of the facility, its background sources as well as the calibration and efficiency measurements are introduced. Two independent analysis methods are described and compared using examples from selected sample measurements. The Gator facility is used to screen materials for XENON, GERDA, and in the context of next-generation astroparticle physics facilities such as DARWIN.

Baudis, L; Askin, A; Angle, J; Aprile, E; Bruch, T; Kish, A; Laubenstein, M; Manalaysay, A; Undagoitia, T Marrodan; Schumann, M

2011-01-01T23:59:59.000Z

422

Cosmic Ray Muon Flux at the Sanford Underground Laboratory at Homestake  

E-Print Network (OSTI)

Measuring the muon flux is important to the Sanford Underground Laboratory at Homestake, for which several low background experiments are being planned. The nearly-vertical cosmic ray muon flux was measured in three locations at this laboratory: on the surface (1.149 \\pm 0.017 x 10^-2 cm^-2 s^-1 sr^-1), at the 800-ft (0.712 km w.e.) level (2.67 \\pm 0.06 x 10^-6 cm^-2 s^-1 sr^-1), and at the 2000-ft (1.78 km w.e.) level (2.56 \\pm 0.25 x 10^-7 cm^-2 s^-1 sr^-1). These fluxes agree well with model predictions.

F. E. Gray; C. Ruybal; J. Totushek; D. -M. Mei; K. Thomas; C. Zhang

2010-07-12T23:59:59.000Z

423

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.

424

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

425

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

426

Category:Injectivity Test | Open Energy Information  

Open Energy Info (EERE)

Sign Up Search Category Edit History Facebook icon Twitter icon Category:Injectivity Test Jump to: navigation, search Geothermalpower.jpg Looking for the Injectivity Test page?...

427

Petroleum well costs.  

E-Print Network (OSTI)

??This is the first academic study of well costs and drilling times for Australia??s petroleum producing basins, both onshore and offshore. I analyse a substantial (more)

Leamon, Gregory Robert

2006-01-01T23:59:59.000Z

428

European Lean Gasoline Direct Injection Vehicle Benchmark  

SciTech Connect

Lean Gasoline Direct Injection (LGDI) combustion is a promising technical path for achieving significant improvements in fuel efficiency while meeting future emissions requirements. Though Stoichiometric Gasoline Direct Injection (SGDI) technology is commercially available in a few vehicles on the American market, LGDI vehicles are not, but can be found in Europe. Oak Ridge National Laboratory (ORNL) obtained a European BMW 1-series fitted with a 2.0l LGDI engine. The vehicle was instrumented and commissioned on a chassis dynamometer. The engine and after-treatment performance and emissions were characterized over US drive cycles (Federal Test Procedure (FTP), the Highway Fuel Economy Test (HFET), and US06 Supplemental Federal Test Procedure (US06)) and steady state mappings. The vehicle micro hybrid features (engine stop-start and intelligent alternator) were benchmarked as well during the course of that study. The data was analyzed to quantify the benefits and drawbacks of the lean gasoline direct injection and micro hybrid technologies from a fuel economy and emissions perspectives with respect to the US market. Additionally that data will be formatted to develop, substantiate, and exercise vehicle simulations with conventional and advanced powertrains.

Chambon, Paul H [ORNL] [ORNL; Huff, Shean P [ORNL] [ORNL; Edwards, Kevin Dean [ORNL] [ORNL; Norman, Kevin M [ORNL] [ORNL; Prikhodko, Vitaly Y [ORNL] [ORNL; Thomas, John F [ORNL] [ORNL

2011-01-01T23:59:59.000Z

429

The second-phase development of the China JinPing underground Laboratory  

E-Print Network (OSTI)

During 2013-2015 an expansion of the China JinPing underground Laboratory (CJPL) will be undertaken along a main branch of a bypass tunnel in the JinPing tunnel complex. This second phase of CJPL will increase laboratory space to approximately 96,000 m^3, which can be compared to the existing CJPL-I volume of 4,000 m^3. One design configuration has eight additional hall spaces, each over 60 m long and approximately 12 m in width, with overburdens of about 2.4 km of rock, oriented parallel to and away from the main water transport and auto traffic tunnels. Concurrent with the excavation activities, planning is underway for dark matter and other rare-event detectors, as well as for geophysics/engineering and other coupled multi-disciplinary sensors. In the town meeting on 8 September, 2013 at Asilomar, CA, associated with the 13th International Conference on Topics in Astroparticle and Underground Physics (TAUP), presentations and panel discussions addressed plans for one-ton expansions of the current CJPL germanium detector array of the China Darkmatter EXperiment (CDEX) collaboration and of the duel-phase xenon detector of the Panda-X collaboration, as well as possible new detector initiatives for dark matter studies, low-energy solar neutrino detection, neutrinoless double beta searches, and geoneutrinos. JinPing was also discussed as a site for a low-energy nuclear astrophysics accelerator. Geophysics/engineering opportunities include acoustic and micro-seismic monitoring of rock bursts during and after excavation, coupled-process in situ measurements, local, regional, and global monitoring of seismically induced radon emission, and electromagnetic signals.

Jainmin Li; Xiangdong Ji; Wick Haxton; Joseph S. Y. Wang

2014-04-09T23:59:59.000Z

430

Phenomenal well-being  

E-Print Network (OSTI)

rated against the experience of the individual?s other possible lives. Unlike well-being, PWB is guaranteed to track more robust experiential benefits that a person gets out of living a life. In this work, I discuss the concept of well-being, including...

Campbell, Stephen Michael

2006-08-16T23:59:59.000Z

431

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...

432

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 clean and economic (more)

Hyder, Zeshan

2012-01-01T23:59:59.000Z

433

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

434

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

435

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

436

Injection of Zero Valent Iron into an Unconfined Aquifer Using Shear-Thinning Fluids  

SciTech Connect

Approximately 190 kg of two micron-diameter zero-valent iron (ZVI) particles were injected into a test zone in the top two meters of an unconfined aquifer within a trichloroethene (TCE) source area. A shear-thinning fluid was used to enhance ZVI delivery in the subsurface to a radial distance of up to four meters from a single injection well. The ZVI particles were mixed in-line with the injection water, shear-thinning fluid, and a low concentration of surfactant. ZVI was observed at each of the seven monitoring wells within the targeted radius of influence during injection. Additionally, all wells within the targeted zone showed low TCE concentrations and primarily dechlorination products present 44 days after injection. These results suggest that ZVI can be directly injected into an aquifer with shear-thinning fluids and extends the applicability of ZVI to situations where other emplacement methods may not be viable.

Truex, Michael J.; Vermeul, Vincent R.; Mendoza, Donaldo P.; Fritz, Brad G.; Mackley, Rob D.; Oostrom, Martinus; Wietsma, Thomas W.; Macbeth, Tamzen

2011-02-18T23:59:59.000Z

437

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

438

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

439

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

440

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

Note: This page contains sample records for the topic "underground injection wells" 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

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

442

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

443

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

444

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

445

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

446

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

447

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

448

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

449

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

450

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

451

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

452

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

453

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

454

Staged direct injection diesel engine  

DOE Patents (OSTI)

A diesel engine having staged injection for using lower cetane number fuels than No. 2 diesel fuel. The engine includes a main fuel injector and a pilot fuel injector. Pilot and main fuel may be the same fuel. The pilot injector injects from five to fifteen percent of the total fuel at timings from 20.degree. to 180.degree. BTDC depending upon the quantity of pilot fuel injected, the fuel cetane number and speed and load. The pilot fuel injector is directed toward the centerline of the diesel cylinder and at an angle toward the top of the piston, avoiding the walls of the cylinder. Stratification of the early injected pilot fuel is needed to reduce the fuel-air mixing rate, prevent loss of pilot fuel to quench zones, and keep the fuel-air mixture from becoming too fuel lean to become effective. In one embodiment, the pilot fuel injector includes a single hole for injection of the fuel and is directed at approximately 48.degree. below the head of the cylinder.

Baker, Quentin A. (San Antonio, TX)

1985-01-01T23:59:59.000Z

455

Spheromak injection into a tokamak  

Science Journals Connector (OSTI)

Recent results from the Caltech spheromak injection experiment [to appear in Phys. Rev. Lett.] are reported. First current drive by spheromak injection into the ENCORE tokamak as a result of the process of magnetic helicity injection is observed. An initial 30% increase in plasma current is observed followed by a drop by a factor of 3 because of sudden plasma cooling. Second spheromak injection results in an increase of tokamak central density by a factor of 6. The high?current/high?density discharge is terminated by a sharp peaking of the density profile followed by an interchange instability. In a second experiment the spheromak is injected into the magnetized toroidal vacuum vessel (with no tokamak plasma) fitted with magnetic probe arrays. An m=1 (nonaxisymmetric) magnetic structure forms in the vessel after the spheromak undergoes a double tilt; once in the cylindrical entrance between gun and tokamak then again in the tokamak vessel. In the absence of net toroidal flux the structure develops a helical pitch (the sense of pitch depends on the helicity sign). Experiments with a number of refractory metal electrode coatings have shown that tungsten and chrome coatings provide some improvement in spheromak parameters. Design details of a larger higher?current spheromak gun with a new accelerator section are also discussed.

M. R. Brown; P. M. Bellan

1990-01-01T23:59:59.000Z

456

BUFFERED WELL FIELD OUTLINES  

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

drainage radii) ...see figure below. Copy the code into a new module. Inputs: In ArcMap, data frame named "Task 1" Well FC as first layer (layer 0). Output: Polygon feature class...

457

Shock Chlorination of Wells  

E-Print Network (OSTI)

Shock chlorination is a method of disinfecting a water well. This publication gives complete instructions for chlorinating with bleach or with dry chlorine. It is also available in Spanish as publication L-5441S...

McFarland, Mark L.; Dozier, Monty

2003-06-11T23:59:59.000Z

458

DISPOSAL OF FLUIDIZED BED COMBUSTION ASH IN AN UNDERGROUND MINE TO CONTROL ACID MINE DRAINAGE AND SUBSIDENCE  

SciTech Connect

This project will evaluate the technical, economic and environmental feasibility of filling abandoned underground mine voids with alkaline, advanced coal combustion wastes (Fluidized Bed Combustion-FBC ash). Success will be measured in terms of technical feasibility of the approach (i.e. % void filling), cost, environmental benefits (acid mine drainage and subsidence control) and environmental impacts (noxious ion release). This document reports on progress made during Phase III. The report is divided into three major sections. The first deals with the Hydraulic Injection component. This section of the report describes the progress and milestones associated with the grouting activities of the project. The Phase III tasks of Economic Analysis and Regulatory Analysis is covered under this section. The second component is Pneumatic Injection. This section reports on progress made towards completing the demonstration project. The last component involves evaluating the migration of contaminants through the grouted mine. A computer model has been developed in earlier phases and will model the flow of water in and around the grouted Longridge mine.

Unknown

2000-01-01T23:59:59.000Z

459

DISPOSAL OF FLUIDIZED BED COMBUSTION ASH IN AN UNDERGROUND MINE TO CONTROL ACID MINE DRAINAGE AND SUBSIDENCE  

SciTech Connect

This project will evaluate the technical, economic and environmental feasibility of filling abandoned underground mine voids with alkaline, advanced coal combustion wastes (Fluidized Bed Combustion-FBC ash). Success will be measured in terms of technical feasibility of the approach (i.e. % void filling), cost, environmental benefits (acid mine drainage and subsidence control) and environmental impacts (noxious ion release). This document reports on progress made during Phase III. The report is divided into three major sections. The first deals with the Hydraulic Injection component. This section of the report describes the progress and milestones associated with the grouting activities of the project. The Phase III tasks of Economic Analysis and Regulatory Analysis is covered under this section. The second component is Pneumatic Injection. This section reports on progress made towards completing the demonstration project. The last component involves evaluating the migration of contaminants through the grouted mine. A computer model has been developed in earlier phases and will model the flow of water in and around the grouted Longridge mine.

Unknown

1999-07-01T23:59:59.000Z

460

DISPOSAL OF FLUIDIZED BED COMBUSTION ASH IN AN UNDERGROUND MINE TO CONTROL ACID MINE DRAINAGE AND SUBSIDENCE  

SciTech Connect

This project will evaluate the technical, economic and environmental feasibility of filling abandoned underground mine voids with alkaline, advanced coal combustion wastes (Fluidized Bed Combustion-FBC ash). Success will be measured in terms of technical feasibility of the approach (i.e. % void filling), cost, environmental benefits (acid mine drainage and subsidence control) and environmental impacts (noxious ion release). This document reports on progress made during Phase III. The report is divided into three major sections. The first deals with the Hydraulic Injection component. This section of the report describes the progress and milestones associated with the grouting activities of the project. The Phase III tasks of Economic Analysis and Regulatory Analysis is covered under this section. The second component is Pneumatic Injection. This section reports on progress made towards completing the demonstration project. The last component involves evaluating the migration of contaminants through the grouted mine. A computer model has been developed in earlier phases and will model the flow of water in and around the grouted Longridge mine.

Unknown

2000-04-01T23:59:59.000Z

Note: This page contains sample records for the topic "underground injection wells" 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

DISPOSAL OF FLUIDIZED BED COMBUSTION ASH IN AN UNDERGROUND MINE TO CONTROL ACID MINE DRAINAGE AND SUBSIDENCE  

SciTech Connect

This project will evaluate the technical, economic and environmental feasibility of filling abandoned underground mine voids with alkaline, advanced coal combustion wastes (Fluidized Bed Combustion-FBC ash). Success will be measured in terms of technical feasibility of the approach (i.e. % void filling), cost, environmental benefits (acid mine drainage and subsidence control) and environmental impacts (noxious ion release). This document reports on progress made during Phase III. The report is divided into three major sections. The first deals with the Hydraulic Injection component. This section of the report describes the progress and milestones associated with the grouting activities of the project. The Phase III tasks of Economic Analysis and Regulatory Analysis is covered under this section. The second component is Pneumatic Injection. This section reports on progress made towards completing the demonstration project. The last component involves evaluating the migration of contaminants through the grouted mine. A computer model has been developed in earlier phases and will model the flow of water in and around the grouted Longridge mine.

Unknown

1999-04-01T23:59:59.000Z

462

DISPOSAL OF FLUIDIZED BED COMBUSTION ASH IN AN UNDERGROUND MINE TO CONTROL ACID MINE DRAINAGE AND SUBSIDENCE  

SciTech Connect

This project will evaluate the technical, economic and environmental feasibility of filling abandoned underground mine voids with alkaline, advanced coal combustion wastes (Fluidized Bed Combustion-FBC ash). Success will be measured in terms of technical feasibility of the approach (i.e. % void filling), cost, environmental benefits (acid mine drainage and subsidence control) and environmental impacts (noxious ion release). This document reports on progress made during Phase III. The report is divided into four major sections. The first deals with the Hydraulic Injection component. This section of the report reports on progress and milestones associated with the grouting activities of the project. The Phase III tasks of Economic Analysis and Regulatory Analysis is covered under this section. The second component is Pneumatic Injection. This section reports on progress made towards completing the demonstration project. The Water Quality component involves background monitoring of water quality and precipitation at the Phase III (Longridge) mine site. The last component involves evaluating the migration of contaminants through the grouted mine. A computer model has been developed in earlier phases and will model the flow of water in and around the grouted Longridge mine.

Unknown

1999-01-01T23:59:59.000Z

463

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

464

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

465

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

466

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

467

Environmental assessment for the Hoe Creek underground, Coal Gasification Test Site Remediation, Campbell County, Wyoming  

SciTech Connect

The U.S. Department of Energy (DOE) has prepared this EA to assess environmental and human health Issues and to determine potential impacts associated with the proposed Hoe Creek Underground Coal Gasification Test Site Remediation that would be performed at the Hoe Creek site in Campbell County, Wyoming. The Hoe Creek site is located south-southwest of the town of Gillette, Wyoming, and encompasses 71 acres of public land under the stewardship of the Bureau of Land Management. The proposed action identified in the EA is for the DOE to perform air sparging with bioremediation at the Hoe Creek site to remove contaminants resulting from underground coal gasification (UCG) experiments performed there by the DOE in the late 1970s. The proposed action would involve drilling additional wells at two of the UCG test sites to apply oxygen or hydrogen peroxide to the subsurface to volatilize benzene dissolved in the groundwater and enhance bioremediation of non-aqueous phase liquids present in the subsurface. Other alternatives considered are site excavation to remove contaminants, continuation of the annual pump and treat actions that have been used at the site over the last ten years to limit contaminant migration, and the no action alternative. Issues examined in detail in the EA are air quality, geology, human health and safety, noise, soils, solid and hazardous waste, threatened and endangered species, vegetation, water resources, and wildlife. Details of mitigative measures that could be used to limit any detrimental effects resulting from the proposed action or any of the alternatives are discussed, and information on anticipated effects identified by other government agencies is provided.

NONE

1997-10-01T23:59:59.000Z

468

Comparative Study on Two Types of Electric Control Pressure Amplifier Applied to Augment Common-Rail Injection System  

Science Journals Connector (OSTI)

Augment Common-Rail Injection System (ACRS) could realize multilevel injection pressure and adjustable injection rate (square ramp shoot). So it could match operate state of diesel engine well, and has vast potential for reducing the emission of high-power ... Keywords: diesel engine, pressure ratio, fuel consumption, pressure oscillation, NECPA

Hailong Chen; Guangyao Ouyang; Jingqiu Zhang

2010-11-01T23:59:59.000Z

469

Economic design of wells  

Science Journals Connector (OSTI)

...year, c is the cost per lb of diesel fuel, and Co is the cost per...program was written in terms of diesel-powered wells, modifications...charac- teristics of pump-engine combinations and are again...water encountered. There is a fundamental difference between the design...

R. F. Stoner; D. M. Milne; P. J. Lund

470

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. Lpez; M. W. Stoertz

471

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

472

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

473

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

474

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.

475

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

476

Geothermal injection treatment: process chemistry, field experiences, and design options  

SciTech Connect

The successful development of geothermal reservoirs to generate electric power will require the injection disposal of approximately 700,000 gal/h (2.6 x 10/sup 6/ 1/h) of heat-depleted brine for every 50,000 kW of generating capacity. To maintain injectability, the spent brine must be compatible with the receiving formation. The factors that influence this brine/formation compatibility and tests to quantify them are discussed in this report. Some form of treatment will be necessary prior to injection for most situations; the process chemistry involved to avoid and/or accelerate the formation of precipitate particles is also discussed. The treatment processes, either avoidance or controlled precipitation approaches, are described in terms of their principles and demonstrated applications in the geothermal field and, when such experience is limited, in other industrial use. Monitoring techniques for tracking particulate growth, the effect of process parameters on corrosion and well injectability are presented. Examples of brine injection, preinjection treatment, and recovery from injectivity loss are examined and related to the aspects listed above.

Kindle, C.H.; Mercer, B.W.; Elmore, R.P.; Blair, S.C.; Myers, D.A.

1984-09-01T23:59:59.000Z

477

Linked Injectives and Ore Localizations  

Science Journals Connector (OSTI)

......injective right (Z?//)-module. By (a), L is ^-divisible and hence ^-divisible. Consider xeE and c e ^ such that xceL. Then xc = yc for some yeL, whence x = y and so xeL. Thus E/L is ^-torsion-free. In view of Lemma 1.1, we investigate......

K. R. Goodearl

1988-06-01T23:59:59.000Z

478

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 Energys (EERE) hypothetical eastern U.S. underground coalmine is used (EERE

Zeshan Hyder; Nino S. Ripepi

2014-05-01T23:59:59.000Z

479

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

480

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

Note: This page contains sample records for the topic "underground injection wells" 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

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

482

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.

483

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

484

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

485

Assessment of hydrologic transport of radionuclides from the Gnome underground nuclear test site, New Mexico  

SciTech Connect

The U.S. Department of Energy (DOE) is operating an environmental restoration program to characterize, remediate, and close non-Nevada Test Site locations that were used for nuclear testing. Evaluation of radionuclide transport by groundwater from these sites is an important part of the preliminary site risk analysis. These evaluations are undertaken to allow prioritization of the test areas in terms of risk, provide a quantitative basis for discussions with regulators and the public about future work at the sites, and provide a framework for assessing data needs to be filled by site characterization. The Gnome site in southeastern New Mexico was the location of an underground detonation of a 3.5-kiloton nuclear device in 1961, and a hydrologic tracer test using radionuclides in 1963. The tracer test involved the injection of tritium, {sup 90}Sr, and {sup 137}Cs directly into the Culebra Dolomite, a nine to ten-meter-thick aquifer located approximately 150 in below land surface. The Gnome nuclear test was carried out in the Salado Formation, a thick salt deposit located 200 in below the Culebra. Because salt behaves plastically, the cavity created by the explosion is expected to close, and although there is no evidence that migration has actually occurred, it is assumed that radionuclides from the cavity are released into the overlying Culebra Dolomite during this closure process. Transport calculations were performed using the solute flux method, with input based on the limited data available for the site. Model results suggest that radionuclides may be present in concentrations exceeding drinking water regulations outside the drilling exclusion boundary established by DOE. Calculated mean tritium concentrations peak at values exceeding the U.S. Environmental Protection Agency drinking water standard of 20,000 pCi/L at distances of up to almost eight kilometers west of the nuclear test.

Earman, S.; Chapman, J.; Pohlmann, K.; Andricevic, R.

1996-09-01T23:59:59.000Z

486

Sequential injection gas guns for accelerating projectiles  

DOE Patents (OSTI)

Gas guns and methods for accelerating projectiles through such gas guns are described. More particularly, gas guns having a first injection port located proximate a breech end of a barrel and a second injection port located longitudinally between the first injection port and a muzzle end of the barrel are described. Additionally, modular gas guns that include a plurality of modules are described, wherein each module may include a barrel segment having one or more longitudinally spaced injection ports. Also, methods of accelerating a projectile through a gas gun, such as injecting a first pressurized gas into a barrel through a first injection port to accelerate the projectile and propel the projectile down the barrel past a second injection port and injecting a second pressurized gas into the barrel through the second injection port after passage of the projectile and to further accelerate the projectile are described.

Lacy, Jeffrey M. (Idaho Falls, ID); Chu, Henry S. (Idaho Falls, ID); Novascone, Stephen R. (Idaho Falls, ID)

2011-11-15T23:59:59.000Z

487

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

488

Apparatus for use in rejuvenating oil wells  

SciTech Connect

A sub incorporating a check valve is connected into the lower end of a well pipestring. This valve will pass hot steam injected down the pipestring to the formations to loosen up the thick crude oil. The check valve prevents back flow and thus will hold the high pressure steam. To resume production, the production pump can then be lowered through the pipestring. The pump itself is provided with an extended probe member which will unseat the check valve when the pump is in proper position so that production pumping can resume.

Warnock, C.E. Sr.

1983-07-19T23:59:59.000Z

489

September 26th, 2006 The Use of Water Injection for  

E-Print Network (OSTI)

September 26th, 2006 The Use of Water Injection for CO2 Sequestration in Coalbeds 23rd Dewatering a Coal Formation #12;Free methane Coal surface Desorption of Methane and Gas Production #12;Free methane Coal surface Desorption of Methane and Gas Production #12;Coal surface Abandoned CBM Well Depleted

Mohaghegh, Shahab

490

Production and Injection data for NV Binary facilities  

DOE Data Explorer (OSTI)

Excel files are provided with well production and injection data for binary facilities in Nevada. The files contain the data that reported montly to the Nevada Bureau of Mines and Geology (NBMG) by the facility operators. this data has been complied into Excel spreadsheets for each of the facilities given on the NBMG web site.

Mines, Greg

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