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Slug test analysis to evaluate permeability of compressible materials

Authors
Choi, HangseokNguyen, The-BaoLee, Chulho
Issue Date
7월-2008
Publisher
BLACKWELL PUBLISHING
Citation
GROUND WATER, v.46, no.4, pp.647 - 652
Indexed
SCIE
SCOPUS
Journal Title
GROUND WATER
Volume
46
Number
4
Start Page
647
End Page
652
URI
https://scholar.korea.ac.kr/handle/2021.sw.korea/123052
DOI
10.1111/j.1745-6584.2008.00453.x
ISSN
0017-467X
Abstract
The line-fitting methods such as the Hvorslev method and the Bouwer and Rice method provide a rapid and simple means to analyze slug test data for estimating in situ hydraulic conductivity (k) of geologic materials. However, when analyzing a slug test in a relatively compressible geologic formation, these conventional methods may have difficulties fitting a straight line to the semilogarithmic plot of the test data. Data from relatively compressible geologic formations frequently show a concave-upward curvature because of the effect of the compressibility or specific storage ( Ss). To take into account the compressibility of geologic formations, a modified line-fitting method is introduced, which expands on Chirlin's (1989) approach to the case of a partially penetrating well with the basic-time-lag fitting method. A case study for a compressible till is made to verify the proposed method by comparing the results from the proposed methods with those obtained using a type-curve method ( Kansas Geological Survey method [Hyder et al. 1994]).
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CHOI, HANG SEOK
공과대학 (건축사회환경공학부)
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