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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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