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dc.contributor.authorChen, Yen-Juen_US
dc.contributor.authorYeh, Hund-Deren_US
dc.date.accessioned2014-12-08T15:09:50Z-
dc.date.available2014-12-08T15:09:50Z-
dc.date.issued2009-03-01en_US
dc.identifier.issn0017-467Xen_US
dc.identifier.urihttp://dx.doi.org/10.1111/j.1745-6584.2008.00530.xen_US
dc.identifier.urihttp://hdl.handle.net/11536/7530-
dc.description.abstractAquifer information carried by aquifer test data may be affected by the presence of a finite thickness skin around the wellbore. The mathematical treatment for an aquifer accounting for the skin zone can be characterized by five parameters, that is, the outer radius of the skin zone and the transmissivity and storativity for each of the skin and aquifer zones. Sensitivity analysis was performed to examine the ground water flow behavior in the skin and aquifer zones in terms of the constant-head test (CHT) data. The simulated annealing procedure was applied to simultaneously determine the skin and aquifer parameters from the analysis of CHT data. Toward the previously mentioned goals, four suites of CHT data were analyzed in this article. The analyses of wellbore flow rate at the test well and the specific drawdown at the observation well gave accurate estimates for the skin and aquifer parameters, respectively. Only the skin thickness and both the skin and the aquifer diffusivities could be accurately estimated from the analysis of drawdown data in the observation well. The estimates for all skin and aquifer parameters from the composite analysis of flow rate and drawdown data were the most accurate. The results of sensitivity analyses and parameter estimations provide instructive references in the analysis of the skin-affected CHT data.en_US
dc.language.isoen_USen_US
dc.titleParameter Estimation/Sensitivity Analysis for an Aquifer Test with Skin Effecten_US
dc.typeArticleen_US
dc.identifier.doi10.1111/j.1745-6584.2008.00530.xen_US
dc.identifier.journalGROUND WATERen_US
dc.citation.volume47en_US
dc.citation.issue2en_US
dc.citation.spage287en_US
dc.citation.epage299en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000263600800016-
dc.citation.woscount5-
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