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dc.contributor.authorHuang, Yen-Chenen_US
dc.contributor.authorYeh, Hund-Deren_US
dc.contributor.authorLin, Yu-Chungen_US
dc.date.accessioned2014-12-08T15:12:34Z-
dc.date.available2014-12-08T15:12:34Z-
dc.date.issued2008-02-25en_US
dc.identifier.issn0363-9061en_US
dc.identifier.urihttp://dx.doi.org/10.1002/nag.623en_US
dc.identifier.urihttp://hdl.handle.net/11536/9659-
dc.description.abstractConventional graphical or computer methods for identifying aquifer parameters have their own inevitable limitations. This paper proposes a computer method based on a drawdown model and a heuristic approach of simulated annealing (SA) to determine the best-fit aquifer parameters of the confined and unconfined aquifer systems. The drawdown model for the confined aquifer is the Theis solution and the unconfined aquifer is the Neuman solution. The estimated results of proposed method have better accuracy than those of the graphical methods and agree well with those of the computer methods based on the extended Kalman filter and Newton's method. Finally, the sensitivity analyses for the control parameters of SA indicate that the proposed method is very robust and stable in parameter identification procedures. Copyright (c) 2007 John Wiley & Sons, Ltd.en_US
dc.language.isoen_USen_US
dc.subjectgroundwateren_US
dc.subjectparameter identificationen_US
dc.subjectpumping testen_US
dc.subjectsimulated annealingen_US
dc.subjectconfined aquiferen_US
dc.subjectunconfined aquiferen_US
dc.titleA computer method based on simulated annealing to identify aquifer parameters using pumping-test dataen_US
dc.typeArticleen_US
dc.identifier.doi10.1002/nag.623en_US
dc.identifier.journalINTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICSen_US
dc.citation.volume32en_US
dc.citation.issue3en_US
dc.citation.spage235en_US
dc.citation.epage249en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000253697400002-
dc.citation.woscount3-
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