完整後設資料紀錄
DC 欄位語言
dc.contributor.authorHuang, Yen-Chenen_US
dc.contributor.authorYeh, Hund-Deren_US
dc.date.accessioned2014-12-08T15:14:29Z-
dc.date.available2014-12-08T15:14:29Z-
dc.date.issued2007-03-15en_US
dc.identifier.issn0022-1694en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.jhydrol.2006.12.007en_US
dc.identifier.urihttp://hdl.handle.net/11536/11024-
dc.description.abstractGenerally, a pumping test requires a lot of effort and expense to perform the test and the drawdown is measured and analyzed for determining the aquifer parameters. The estimated aquifer parameters obtained from graphical approaches may not be in good accuracy if the pumping time is too short to give a good visual fit to the type curve. Yet, the problems of tong pumping time and required efforts can be significantly reduced if the drawdown data are measured and the parameters are simultaneously estimated on-Line. However, the drawdown behavior of the Leaky and unconfined aquifers in response to the pumping may have a time tag and the time to terminate the estimation may not be easily and quickly to decide when applying a parameter estimation model (PEM) on-Line to analyze the parameters. This study uses the sensitivity analysis to explore the influence period of each aquifer parameter to the pumping drawdown and the influence period is used as a guide in terminating the estimation when applying the PEM for on-line parameter identification. In addition, the sensitivity analysis is also used to study the effects of different value of S-y and the distance between pumping well and observation well on the influence time of S-y during the pumping. (c) 2006 Elsevier B.V. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectgroundwateren_US
dc.subjectpumping testen_US
dc.subjectsensitivity analysisen_US
dc.subjectparameter estimation modelen_US
dc.subjectleaky aquiferen_US
dc.subjectunconfined aquiferen_US
dc.titleThe use of sensitivity analysis in on-line aquifer parameter estimationen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.jhydrol.2006.12.007en_US
dc.identifier.journalJOURNAL OF HYDROLOGYen_US
dc.citation.volume335en_US
dc.citation.issue3-4en_US
dc.citation.spage406en_US
dc.citation.epage418en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000245300300015-
dc.citation.woscount27-
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