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dc.contributor.authorHung, Meng-Chien_US
dc.contributor.authorHsieh, Te-Yungen_US
dc.contributor.authorTsai, Tung-Linen_US
dc.contributor.authorYang, Jinn-Chuangen_US
dc.date.accessioned2014-12-08T15:10:37Z-
dc.date.available2014-12-08T15:10:37Z-
dc.date.issued2008-12-01en_US
dc.identifier.issn1069-8299en_US
dc.identifier.urihttp://dx.doi.org/10.1002/cnm.1061en_US
dc.identifier.urihttp://hdl.handle.net/11536/8121-
dc.description.abstractA novel semi-three-dimensional (semi-3D) layer-integrated approach was proposed in this study for the shallow water free-surface flow computation. A quadratic shape function proposed to approximate the velocity distribution in the layer ensures the continuity of velocities and shear stresses at interfaces. To discretize the governing equations, the finite volume formulation with staggered grid is used. As the two-dimensional (2D) sub-model for locating the free surface is not needed in this approach, the computational time consumption has been dramatically reduced. The model was verified through the wind-induced circulation in a closed basin by comparing the velocity profiles to the analytical solution. The formation of the velocity profiles due to change of viscosity distribution and the evolution process of water surface slope were also investigated. Further, the eddy viscosity is estimated by a function related to discharge, water depth, and Manning's n under the assumption of parabolic distribution of longitudinal velocity along the vertical direction for open channel flows. Two designed hypothetical cases were conducted to examine the proposed eddy viscosity relation and to demonstrate the capabilities of the proposed model. Copyright (C) 2007 John Wiley & Sons, Ltd.en_US
dc.language.isoen_USen_US
dc.subjectlayer integrateden_US
dc.subjectquadraticen_US
dc.subjectshape functionen_US
dc.titleA layer-integrated approach for shallow water free-surface flow computationen_US
dc.typeArticleen_US
dc.identifier.doi10.1002/cnm.1061en_US
dc.identifier.journalCOMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERINGen_US
dc.citation.volume24en_US
dc.citation.issue12en_US
dc.citation.spage1699en_US
dc.citation.epage1722en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000261778700009-
dc.citation.woscount1-
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