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Numerical Simulation of Shallow-Water Flow Using a Modified Cartesian Cut-Cell Approach

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dc.contributor.authorKim, Hyung-Jun-
dc.contributor.authorLee, Jin Woo-
dc.contributor.authorCho, Yong-Sik-
dc.date.accessioned2022-12-20T18:46:06Z-
dc.date.available2022-12-20T18:46:06Z-
dc.date.issued2010-03-
dc.identifier.issn0733-9399-
dc.identifier.issn1943-7889-
dc.identifier.urihttps://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/175350-
dc.description.abstractThe Cartesian cut-cell method can be used to represent irregular and complex computational domains with less computational efforts by cutting the grid cells on the boundary surfaces in a background uniform Cartesian mesh. In this study, a modified Cartesian cut-cell grid technique is proposed to better represent complex physical geometries. A point shifting treatment was employed to determine the start and end points of a line segment in cut-cell grids. This led to an improved representation of sharply-shaped corners in surface polygons. Numerical simulation to solve a set of shallow-water equations was performed by incorporating a finite volume approach into the Cartesian cut-cell mesh. The advective fluxes at intercells were first estimated by a Harten, Lax and van Leer for contact wave approximate Riemann solver. In order to improve the model accuracy to the second order, a total variation diminishing-weighted average flux method was applied to work adaptively with the cut-cell mesh. The numerical model was then employed to simulate dam-break flow propagation in a small channel with a rectangular obstacle or a 45 degrees bend. The numerical results show good agreement with available laboratory measurements.-
dc.format.extent6-
dc.language영어-
dc.language.isoENG-
dc.publisherAmerican Society of Civil Engineers-
dc.titleNumerical Simulation of Shallow-Water Flow Using a Modified Cartesian Cut-Cell Approach-
dc.typeArticle-
dc.publisher.location미국-
dc.identifier.doi10.1061/(ASCE)EM.1943-7889.0000065-
dc.identifier.scopusid2-s2.0-77949299832-
dc.identifier.wosid000274523500014-
dc.identifier.bibliographicCitationJournal of Engineering Mechanics - ASCE, v.136, no.3, pp 399 - 404-
dc.citation.titleJournal of Engineering Mechanics - ASCE-
dc.citation.volume136-
dc.citation.number3-
dc.citation.startPage399-
dc.citation.endPage404-
dc.type.docTypeArticle-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClasssci-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalWebOfScienceCategoryEngineering, Mechanical-
dc.subject.keywordPlusAVERAGE FLUX METHOD-
dc.subject.keywordAuthorApproximate Riemann solver-
dc.subject.keywordAuthorCut-cell approach-
dc.subject.keywordAuthorDam failures-
dc.subject.keywordAuthorDam-break flows-
dc.subject.keywordAuthorShallow water-
dc.subject.keywordAuthorShallow-water flows-
dc.subject.keywordAuthorSimulation-
dc.subject.keywordAuthorTVD-WAF method-
dc.subject.keywordAuthorWater flow-
dc.identifier.urlhttps://ascelibrary.org/doi/10.1061/%28ASCE%29EM.1943-7889.0000065-
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