| contributor author | Mikio Takeda | |
| contributor author | Ming Zhang | |
| contributor author | Yoshio Watanabe | |
| contributor author | Naoto Takeno | |
| date accessioned | 2017-05-08T21:24:27Z | |
| date available | 2017-05-08T21:24:27Z | |
| date copyright | November 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%291084-0699%282009%2914%3A11%281200%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50276 | |
| description 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 | |
| publisher | American Society of Civil Engineers | |
| title | Applicability of Analytical Models to Single-Well Permeability Tests in Deep and Hydraulically Tight Geological Formations | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 11 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0699(2009)14:11(1200) | |
| tree | Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 011 | |
| contenttype | Fulltext | |