標題: Wellbore flow-rate solution for a constant-head test in two-zone finite confined aquifers
作者: Tsai, Chi-Shan
Yeh, Hund-Der
環境工程研究所
Institute of Environmental Engineering
關鍵字: analytical solution;aquifer test;Laplace transform;Bromwich integral;residue theorem;composite aquifer;Thiem equation
公開日期: 15-Oct-2012
摘要: The solution describing the wellbore flow rate in a constant-head test integrated with an optimization approach is commonly used to analyze observed wellbore flow-rate data for estimating the hydrogeological parameters of low-permeability aquifers. To our knowledge, the wellbore flow-rate solution for the constant-head test in a two-zone finite-extent confined aquifer has never been reported so far in the literature. This article is first to develop a mathematical model for describing the head distribution in the two-zone aquifer. The Laplace domain solutions for the head distributions and wellbore flow rate in a two-zone finite confined aquifer are derived using the Laplace transform, and their corresponding time domain solutions are then obtained using the Bromwich integral method and residue theorem. These new solutions are expressed in terms of an infinite series with Bessel functions and not straightforward to calculate numerically. A large-time solution for the wellbore flow rate is therefore developed by employing the relationship of small Laplace variable versus large time variable and L'Hospital's rule. The result shows that the large-time solution is identical to the steady-state solution obtained after applying the Tauberian theorem into the Laplace domain solution. This large-time solution can reduce to the Thiem equation in the case of no skin. Finally, the newly developed solution is used to investigate the effects of outer boundary distance and conductivity ratio on the wellbore flow rate. Copyright (C) 2011 John Wiley & Sons, Ltd.
URI: http://dx.doi.org/10.1002/hyp.8322
http://hdl.handle.net/11536/16806
ISSN: 1099-1085
DOI: 10.1002/hyp.8322
期刊: HYDROLOGICAL PROCESSES
Volume: 26
Issue: 21
起始頁: 3216
結束頁: 3224
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