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dc.contributor.authorYeh, Hund-Deren_US
dc.contributor.authorWang, Chih-Tseen_US
dc.date.accessioned2014-12-08T15:31:02Z-
dc.date.available2014-12-08T15:31:02Z-
dc.date.issued2013-08-01en_US
dc.identifier.issn1093-474Xen_US
dc.identifier.urihttp://dx.doi.org/10.1111/jawr.12047en_US
dc.identifier.urihttp://hdl.handle.net/11536/22130-
dc.description.abstractAfter the end of pumping the water level in the observation well starts to recover and the reduced drawdown during the recovery period is named as the residual drawdown. Traditional approaches in analyzing the data of residual drawdown for estimating the aquifer hydraulic parameters are mostly based on the application of superposition principle and Theis equation. In addition, the effect of wellbore storage is commonly ignored in the evaluation even if the test well has a finite diameter. In this article, we develop a mathematical model for describing the residual drawdown with considering the wellbore storage effect and the existing drawdown distribution produced by the pumping part of the test. The Laplace-domain solution of the model is derived using the Laplace transform technique and the time-domain result is inverted based on the Stehfest algorithm. This new solution shows that the residual drawdown associated with the boundary and initial conditions are related to the well drawdown and the aquifer drawdown, respectively. The well residual drawdown will be overestimated by the Theis residual drawdown solution in the early recovery part if neglecting the wellbore storage. On the other hand, the Theis residual drawdown solution can be used to approximate the present residual drawdown solution in the late recovery part of the test.en_US
dc.language.isoen_USen_US
dc.subjectaquifer characteristicsen_US
dc.subjectground water hydrologyen_US
dc.subjectdrawdownen_US
dc.subjectwellsen_US
dc.subjectmathematical modelsen_US
dc.subjectpumping testsen_US
dc.titleA SEMIANALYTICAL SOLUTION FOR RESIDUAL DRAWDOWN AT A FINITE DIAMETER WELL IN A CONFINED AQUIFERen_US
dc.typeArticleen_US
dc.identifier.doi10.1111/jawr.12047en_US
dc.identifier.journalJOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATIONen_US
dc.citation.volume49en_US
dc.citation.issue4en_US
dc.citation.spage966en_US
dc.citation.epage972en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000322580500017-
dc.citation.woscount0-
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