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dc.contributor.authorYANG, JCen_US
dc.contributor.authorCHIU, KPen_US
dc.date.accessioned2014-12-08T15:04:37Z-
dc.date.available2014-12-08T15:04:37Z-
dc.date.issued1993-02-28en_US
dc.identifier.issn0271-2091en_US
dc.identifier.urihttp://hdl.handle.net/11536/3114-
dc.description.abstractThe specified-time-interval (STI) scheme has been used commonly in applying the method of characteristics (MOC) to unsteady open-channel flow problems. However, with the use of STI scheme, the numerical error for the simulation results can always be induced due to the interpolation used to approximate the characteristics trajectory. Hence, in order to remedy the numerical errors caused by the interpolation, one needs to seek some kind of interpolation technique with higher-order accuracy. Instead of the linear interpolation technique, which has been used very commonly and can induce serious numerical diffusion, the Holly-Preissmann two-point method, which is a cubic interpolation technique with fourth-order of accuracy, is proposed here to integrate with the method of characteristics for the computation of one-dimensional unsteady flow in open channel. The concept of reachback and reachout in space and time directions for the characteristics is also introduced to assure the model stability. The computed results from this new model are compared with those computed by using the Preissmann four-point scheme and the multimode method of characteristics with linear interpolation.en_US
dc.language.isoen_USen_US
dc.subjectCHARACTERISTICS METHODen_US
dc.subjectCUBIC INTERPOLATIONen_US
dc.subjectUNSTEADY FLOWen_US
dc.titleUSE OF CHARACTERISTICS METHOD WITH CUBIC INTERPOLATION FOR UNSTEADY-FLOW COMPUTATIONen_US
dc.typeArticleen_US
dc.identifier.journalINTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDSen_US
dc.citation.volume16en_US
dc.citation.issue4en_US
dc.citation.spage329en_US
dc.citation.epage345en_US
dc.contributor.department交大名義發表zh_TW
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentNational Chiao Tung Universityen_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:A1993KM68300004-
dc.citation.woscount2-
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