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dc.contributor.authorLeng, CHen_US
dc.contributor.authorYeh, HDen_US
dc.date.accessioned2014-12-08T15:41:12Z-
dc.date.available2014-12-08T15:41:12Z-
dc.date.issued2003-03-19en_US
dc.identifier.issn0043-1397en_US
dc.identifier.urihttp://dx.doi.org/10.1029/2001WR000840en_US
dc.identifier.urihttp://hdl.handle.net/11536/28027-
dc.description.abstract[1] An approach using the extended Kalman filter (EKF) and cubic spline is proposed to identify the aquifer parameters in both confined and unconfined aquifer systems. The cubic spline applied to the observation data can generate interpolated data with uniform time intervals and facilitates the implementation of EKF. The EKF combined with the Theis solution or Neuman's model, using the interpolated drawdown data produced by cubic spline, can optimally determine the parameters through the recursive process. The proposed approach can quickly identify the parameters, using only part of observed drawdown data, and the obtained parameters are shown to have good accuracy. Thus length of time of pumping tests may be shortened. Comparisons of results from nonlinear least squares combined with finite difference Newton's method (NLN) and EKF show that the EKF allows a wider range of initial guess values than NLN and have the accuracy of the results on the same order of magnitude as that of NLN. When determining the aquifer parameters, the identification process of specific yield reflects the effect of gravity drainage on the drawdown curve and conforms to the physical nature of an unconfined aquifer. Furthermore, this study shows that EKF can be successfully applied to analyze the drawdown data even with white noises or temporally correlated noises.en_US
dc.language.isoen_USen_US
dc.subjectparameter estimationen_US
dc.subjectKalman filteren_US
dc.subjectcubic splineen_US
dc.subjectgroundwateren_US
dc.subjectconfineden_US
dc.subjectaquiferen_US
dc.subjectunconfined aquiferen_US
dc.titleAquifer parameter identification using the extended Kalman filteren_US
dc.typeArticleen_US
dc.identifier.doi10.1029/2001WR000840en_US
dc.identifier.journalWATER RESOURCES RESEARCHen_US
dc.citation.volume39en_US
dc.citation.issue3en_US
dc.citation.epageen_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000182231200003-
dc.citation.woscount24-
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