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    Applicability of Analytical Models to Single-Well Permeability Tests in Deep and Hydraulically Tight Geological Formations

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 011
    Author:
    Mikio Takeda
    ,
    Ming Zhang
    ,
    Yoshio Watanabe
    ,
    Naoto Takeno
    DOI: 10.1061/(ASCE)1084-0699(2009)14:11(1200)
    Publisher: American Society of Civil Engineers
    Abstract: In situ permeability tests are crucial in hydraulic characterizations of geological formations for the disposal of radioactive nuclear waste. As has been done in most countries where geological disposal of high-level radioactive wastes has been discussed, single-well permeability tests are generally conducted in a preliminary stage of selecting a site where groundwater exists. To determine accurately hydraulic parameters, specifically hydraulic conductivity and specific storage, from single-well permeability tests, it is worth reexamining analytical solutions for modeling test data derived from deep and hydraulically tight (hydraulic conductivity is typically less than
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      Applicability of Analytical Models to Single-Well Permeability Tests in Deep and Hydraulically Tight Geological Formations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50276
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    contributor authorMikio Takeda
    contributor authorMing Zhang
    contributor authorYoshio Watanabe
    contributor authorNaoto Takeno
    date accessioned2017-05-08T21:24:27Z
    date available2017-05-08T21:24:27Z
    date copyrightNovember 2009
    date issued2009
    identifier other%28asce%291084-0699%282009%2914%3A11%281200%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50276
    description abstractIn situ permeability tests are crucial in hydraulic characterizations of geological formations for the disposal of radioactive nuclear waste. As has been done in most countries where geological disposal of high-level radioactive wastes has been discussed, single-well permeability tests are generally conducted in a preliminary stage of selecting a site where groundwater exists. To determine accurately hydraulic parameters, specifically hydraulic conductivity and specific storage, from single-well permeability tests, it is worth reexamining analytical solutions for modeling test data derived from deep and hydraulically tight (hydraulic conductivity is typically less than
    publisherAmerican Society of Civil Engineers
    titleApplicability of Analytical Models to Single-Well Permeability Tests in Deep and Hydraulically Tight Geological Formations
    typeJournal Paper
    journal volume14
    journal issue11
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2009)14:11(1200)
    treeJournal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 011
    contenttypeFulltext
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