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dc.contributor.authorLien, HCen_US
dc.contributor.authorYang, JCen_US
dc.contributor.authorYeh, KCen_US
dc.date.accessioned2014-12-08T15:27:33Z-
dc.date.available2014-12-08T15:27:33Z-
dc.date.issued1996en_US
dc.identifier.isbn1-85312-405-2en_US
dc.identifier.urihttp://hdl.handle.net/11536/19784-
dc.description.abstractThe purpose of this study is to develop a depth-averaged two-dimensional model to investigate the now pattern and the development of secondary-flow as flow passes through a bend. The depth-averaged model is developed on the basis of the orthogonal curvilinear coordinate system to account for the complex geometric boundary and the irregular channels. The influence of secondary-now is taken into account by adding a nearly triangular shape of velocity profile to the transverse mean velocity. The simulated results are compared with two sets of experimental data conducted by de Vriend & Koch (1977)(2) and Rozovskii (1961)(5) and the results from the moment model (Yeh & kennedy, 1993)(8) to show the capability of the newly-developed model. Simulation result shows that there is the consistent trend with the experimental data and the results from the Yeh's moment model.en_US
dc.language.isoen_USen_US
dc.titleSimulation of bend flow by a depth-averaged two-dimensional modelen_US
dc.typeProceedings Paperen_US
dc.identifier.journalHYDRAULIC ENGINEERING SOFTWARE VIen_US
dc.citation.spage195en_US
dc.citation.epage204en_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:A1996BG71Y00020-
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