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dc.contributor.authorYANG, JCen_US
dc.contributor.authorCHEN, KNen_US
dc.contributor.authorLEE, HYen_US
dc.date.accessioned2014-12-08T15:05:00Z-
dc.date.available2014-12-08T15:05:00Z-
dc.date.issued1992-02-15en_US
dc.identifier.issn0271-2091en_US
dc.identifier.urihttp://hdl.handle.net/11536/3520-
dc.description.abstractA new method combining the Preissmann four-point scheme and the Holly-Preissmann reach-back scheme is introduced to solve the rapidly varied flow problem in an open channel. The Preissmann four-point scheme is well known for the computation of one-dimensional unsteady flow. The Holly-Preissmann reach-back scheme integrates the Holly-Preissmann two-point scheme with the concept of reach-back characteristics, which allows the characteristics to project several time steps beyond the current time level. A spontaneous surge formation case is used to demonstrate and evaluate the applicability of the new method. It has been found that the results from this method are quite compatible with those of Preissmann four-point scheme. In addition, with the appropriate choice of the number of reach-back time steps, this new method can always avoid the numerical oscillation which usually exists when one uses the Preissmann four-point scheme for the condition of Courant number not close to unity.en_US
dc.language.isoen_USen_US
dc.subjectRAPIDLY VARIED FLOWen_US
dc.subjectOPEN CHANNELen_US
dc.subjectNUMERICAL SIMULATIONen_US
dc.titleAN ACCURATE COMPUTATION FOR RAPIDLY VARIED FLOW IN AN OPEN CHANNELen_US
dc.typeArticleen_US
dc.identifier.journalINTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDSen_US
dc.citation.volume14en_US
dc.citation.issue3en_US
dc.citation.spage361en_US
dc.citation.epage374en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:A1992HA79100007-
dc.citation.woscount4-
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