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dc.contributor.authorWang, C. -T.en_US
dc.contributor.authorYeh, H. -D.en_US
dc.contributor.authorTsai, C. -S.en_US
dc.date.accessioned2014-12-08T15:22:24Z-
dc.date.available2014-12-08T15:22:24Z-
dc.date.issued2012en_US
dc.identifier.issn1027-5606en_US
dc.identifier.urihttp://hdl.handle.net/11536/15872-
dc.identifier.urihttp://dx.doi.org/10.5194/hess-16-441-2012en_US
dc.description.abstractThe drawdown solution has been widely used to analyze pumping test data for the determination of aquifer parameters when coupled with an optimization scheme. The solution can also be used to predict the drawdown due to pumping and design the dewatering system. The drawdown solution for flow toward a finite-radius well with a skin zone in a confined aquifer of infinite extent in radial direction had been developed before. To our best knowledge, the drawdown solution in confined aquifers of finite extent with a skin zone so far has never before been presented in the groundwater literature. This article presents a mathematical model for describing the drawdown distribution due to a constant-flux pumping from a finite-radius well with a skin zone in confined aquifers of finite extent. The analytical solution of the model is developed by applying the methods of Laplace transforms, Bromwich contour integral, and residue theorem. This solution can be used to investigate the effects of finite boundary and conductivity ratio on the drawdown distribution. In addition, the inverse relationship between Laplace- and time-domain variables is used to develop the large time solution which can reduce to the Thiem solution if there is no skin zone.en_US
dc.language.isoen_USen_US
dc.titleTransient drawdown solution for a constant pumping test in finite two-zone confined aquifersen_US
dc.typeArticleen_US
dc.identifier.doi10.5194/hess-16-441-2012en_US
dc.identifier.journalHYDROLOGY AND EARTH SYSTEM SCIENCESen_US
dc.citation.volume16en_US
dc.citation.issue2en_US
dc.citation.spage441en_US
dc.citation.epage449en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000300882000012-
dc.citation.woscount0-
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