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dc.contributor.authorZhao, Ben_US
dc.contributor.authorTung, YKen_US
dc.contributor.authorYeh, KCen_US
dc.contributor.authorYang, JCen_US
dc.date.accessioned2019-04-02T05:59:46Z-
dc.date.available2019-04-02T05:59:46Z-
dc.date.issued1997-07-01en_US
dc.identifier.issn0022-1694en_US
dc.identifier.urihttp://dx.doi.org/10.1016/S0022-1694(96)03112-5en_US
dc.identifier.urihttp://hdl.handle.net/11536/149585-
dc.description.abstractDue to various types of uncertainties involved in the estimation of a unit hydrograph (UH), the UH derived by any method is subject to uncertainties. Based on the concept of the bootstrap resampling technique, a practical methodology called storm resampling is proposed to quantify the uncertainties of multiple-storm UH ordinates and any parameters involved in the estimation of the multiple-storm UH. The important UH ordinates and parameters may include UH peak discharge, UH time-to-peak, UH volume, condition number related to the effective rainfall matrix, mean square error of the UH, and ridge parameter. The proposed bootstrap-based storm resampling technique, along with the least squares and ridge least squares solution techniques, is applied to typhoon storm events over a watershed in Taiwan. The methodology can be applied to other UH solution techniques and other hydrological and hydraulic simulation/optimization models. (C) 1997 Elsevier Science B.V.en_US
dc.language.isoen_USen_US
dc.titleStorm resampling for uncertainty analysis of a multiple-storm unit hydrographen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/S0022-1694(96)03112-5en_US
dc.identifier.journalJOURNAL OF HYDROLOGYen_US
dc.citation.volume194en_US
dc.citation.spage366en_US
dc.citation.epage384en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:A1997XM20300020en_US
dc.citation.woscount5en_US
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