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dc.contributor.authorYeh, Hund-Deren_US
dc.contributor.authorWang, Chih-Tseen_US
dc.date.accessioned2014-12-08T15:09:07Z-
dc.date.available2014-12-08T15:09:07Z-
dc.date.issued2009-07-15en_US
dc.identifier.issn0022-1694en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.jhydrol.2009.05.008en_US
dc.identifier.urihttp://hdl.handle.net/11536/6953-
dc.description.abstractA recovery test measures the residual drawdown after an aquifer pumping test has ended and analyzes the recovery data to determine hydrogeological parameters such as transmissivity and storage coefficient. To our knowledge, the solution for the distribution of residual drawdown following a constant-head test has never been presented. In this paper, we first develop a mathematical model that describes the residual drawdown taking into consideration the wellbore-storage effect and the drawdown distribution occurring at the end of a previous constant-head test. Then, the Laplace-domain solution of the model is developed using the Laplace transforms and its time-domain solution is obtained using the Stehfest algorithm. Numerical results show that the distribution of residual drawdown depends on the boundary condition related to the well drawdown and the initial condition related to the aquifer drawdown. The well residual drawdown (i.e., the residual drawdown at wellbore) during the early recovery period will be over-estimated by the approximate residual drawdown solution based on the Theis-type solution and superposition principle due to the neglect of wellbore storage. For a large recovery time, the effect of wellbore storage is negligible and the approximate residual drawdown solution is therefore applicable. (C) 2009 Elsevier B.V. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectAquiferen_US
dc.subjectAnalytical solutionen_US
dc.subjectGroundwateren_US
dc.subjectRecovery testen_US
dc.titleAnalysis of well residual drawdown after a constant-head testen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.jhydrol.2009.05.008en_US
dc.identifier.journalJOURNAL OF HYDROLOGYen_US
dc.citation.volume373en_US
dc.citation.issue3-4en_US
dc.citation.spage436en_US
dc.citation.epage441en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000268406400014-
dc.citation.woscount2-
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