1 edition of Sealing considerations for repository shafts in bedded and dome salt found in the catalog.
Sealing considerations for repository shafts in bedded and dome salt
by Office of Nuclear Waste Isolation, Battelle Project Management Division, Available from National Technical Information Service in Columbus, Ohio, Springfield, VA
Written in English
|Statement||prepared by D"Appolonia Consulting Engineers under subcontract E512-03000 with Battelle Project Management Division, Office of Nuclear Waste Isolation under contract no. DE-AC06-76-RLO1830-ONWI with the U.S. Department of Energy.|
|Contributions||Battelle Memorial Institute. Office of Nuclear Waste Isolation., United States. Dept. of Energy., D"Appolonia Consulting Engineers.|
|The Physical Object|
|Pagination||vi, 144 p. :|
|Number of Pages||144|
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The decommissioning process is now being investigated to determine the method for backfilling and sealing the repository. Following an exhaustive site selection process the state government of Lower Saxony in declared the salt dome at Gorleben to be the location for a German national centre for disposal of radioactive wastes. TRB’s National Cooperative Highway Research Program (NCHRP) Synthesis Rock-Socketed Shafts for Highway Structure Foundations explores current practices pertaining to each step of the design process, along with the limitations; identifies emerging and promising technologies; examines the principal challenges in advancing the state of the practice; and .
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Sealing considerations for repository shafts in bedded and dome salt. Columbus, Ohio: Office of Nuclear Waste Isolation, Battelle Project Management Division ; Springfield, VA: Available from National Technical Information Service, (OCoLC) Material Type: Government publication, National government publication: Document Type: Book.
Battelle Memorial Institute Office of Nuclear Waste Isolation. Overview. Office of Nuclear Waste Isolation state briefing book, Utah Paradox Basin salt deposits by Battelle Memorial Institute Sealing considerations for repository shafts in bedded and dome salt.
D'Appolonia Consulting Engineers, Sealing considerations for repository shafts in bedded and dome salt, Tech. Rep. ONWI, Office of Nuclear Waste Isolation, Battelle Memorial Institute.
LIST OF FIGURES Figure No. D-l Rock Salt Deposits in the United States D-2 Repository in Bedded Salt D-3 Crystalline Formations in the United States D-4 Repository in Granite D-5 Repository in Basalt D-6 Argillaceous Formations in the United States D-7 Repository in Shale D-8 Repository in Salt Dome D-9 Bedded Salt Repository Showing.
Drilled shafts: Construction procedures and design methods [Reese, Lymon C] on *FREE* shipping on qualifying offers. Drilled shafts: Author: Lymon C Reese. Robert O.
Pohl papers, Collection Number: Reference Site Initial Assessment for a Salt Dome Repository Vol. December, Box Thermal Conductivity and Diffusivity of Permian Basin Bedded Salt at Elevated Pressure and Temperature.
October Box Salt dome below m: Purpose built; site- specific: Konrad – Limestone, Fe mine – m: Facility in former iron mine: Morsleben (ERAM) – Salt dome, K/salt mine below m: Facility in decommissioning stage: Waste Isolation Pilot Plant (WIPP) –() USA US-DOE: Salt (bedded) m: Operating repository since *Cited by: 9.
The repository is assumed to be located in a hypothetical salt dome elliptical in cross section. At the 2,foot level, the long horizontal axis is 12, feet, and the short axis is 9, feet. The top surface of the dome is about 1, feet below by: 1.
Limits to the sealing capacity of rock salt: A case study of the Infra-Cambrian Ara Salt from the South Oman Salt Basin Johannes Schoenherr, Janos L. Urai, Peter A. Kukla, Ralf Littke, Zsolt Schléder, Jean-Michel Larroque, Mark J.
Newall, Nadia Al-Abry, Hisham A. Al-Siyabi, Zuwena Rawahi Authors. Drilled shafts: Construction procedures and design methods Unknown Binding – January 1, by Michael W O'Neill (Author) See all formats and editions Hide other formats and editions.
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IV.2 SALT DOMES Of all the geologic media suggested for the underground isolation of HLW from the biosphere, the rock salt in the dry domes of the Gulf Coastal Plain seems mechanically best for disposal (permanent isolation by back- filling and sealing) but probably not for long-term storage and ready retrievability.
The sealing capacity of an Oil Seal also depends on the pres-sure exerted by the sealing lip on the shaft. The degree of pres-sure is directly related to the interference and the dimensional tolerances of Oil Seal and shaft.
Interference is the difference between the shaft diameter and the inside diameter of the seal-ing lip (d – d1).File Size: 64KB. A PDF is a digital representation of the print book, so while it can be loaded into most e-reader programs, it doesn't allow for resizable text or advanced, interactive functionality.
The eBook is optimized for e-reader devices and apps, which means that it offers a much better digital reading experience than a PDF, including resizable text and. A 'read' is counted each time someone views a publication summary (such as the title, abstract, and list of authors), clicks on a figure, or views or downloads the full-text.
In addition, as prerequisite for modeling, a comprehensive data base of thermal-hydrological-mechanical parameters of bedded salt formations, under considerations of the existing knowledge for domal salt, was compiled (Liu et al., ). Repository Design Design Fundamentals and Requirements The design of a deep geologic repository.
shafts may simply be extensions of the columns of frame piers or narrow column T-piers. A drilled shaft should be about 6 inches larger in diameter than a column above to accommodate construction tolerances. In cases where drilled shafts need to be grouped it is necessary to provide footings as forFile Size: KB.
arc for concrete photocase history/presenter arc division of chesterton fallon road, middlesex industrial park, stoneham, massachusetts usa. Shafts A and B are made of the same material and have the same cross-sectional area, but A has a circular cross section and B has a square cross section.
Determine the ratio of the maximum shearing stresses occurring in A and B. respectively, when the two shafts are subjected to the same torque (T A = T B).Assume both deformations to be elastic%(3).
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Reduced size m3 ft 15sn hansen 1. Proceedings of 5th US/German Workshop ii Janu Sandia National Laboratories is a multiprogram laboratory managed and operated by Sandia Corporation, a wholly owned subsidiary of Lockheed Martin Corporation, for the US Department of Energy’s National Nuclear Security Administration .J:\Admin\procedures\material & non material planning considerations doc South Oxfordshire District Council PLANNING SERVICES The table below provides some common planning considerations which the council can and cannot take into account when determining a planning application.
MATERIAL PLANNING CONSIDERATIONSFile Size: 20KB.Gas permeability mechanism for the laminated salt rock gas storage is very complex. The key problem is to establish the permeability model and to propose the corresponding numerical method suitable for salt rock with weak interlayer based on seepage theory in porous media.
An efficient and accurate method is proposed to model the flow in fracture and : Peng Qi, Zhi Rong Mei.