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Two dimensional shallow-water flow model with immersed boundary method

dc.citation.epage156en_US
dc.citation.issue1en_US
dc.citation.spage145en_US
dc.citation.volume51en_US
dc.citation.woscount0
dc.contributor.authorChung, Hau-Rongen_US
dc.contributor.authorHsieh, Te-Yungen_US
dc.contributor.authorYang, Jinn-Chuangen_US
dc.contributor.department防災與水環境研究中心zh_TW
dc.contributor.departmentDisaster Prevention and Water Environment Research Centeren_US
dc.date.accessioned2014-12-08T15:20:31Z
dc.date.available2014-12-08T15:20:31Z
dc.date.issued2011-12-15en_US
dc.description.abstractThis study demonstrates an immersed boundary (IB) method which integrates a depth-averaged two dimensional flow model is proposed to tackle a typical fluid-solid phase problem in fluid dynamics field. The finite-difference scheme with curvilinear coordinate system is employed to discretize the shallow-water flow equations. Lagrangian markers and Eulerian grid are applied to portray the geometric contour of interior boundary and discretize the flow domain, respectively. The Dirac delta function is accordingly conducted to link both Lagrangian and Eulerian coordinate systems. The numerical simulations of single pier are performed and compared to examine the effect of marker's mesh width, grid size, and the various Dirac delta functions. Experimental data from literatures are compared with numerical results to justify the validity of the proposed IB model. To further demonstrate the model capability, the model is applied to the hypothetical cases of piers in parallel, and compared with theoretical results. (C) 2011 Elsevier Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.compfluid.2011.08.009en_US
dc.identifier.issn0045-7930en_US
dc.identifier.journalCOMPUTERS & FLUIDSen_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.compfluid.2011.08.009en_US
dc.identifier.urihttps://ir.lib.nycu.edu.tw/handle/11536/14616
dc.identifier.wosnumberWOS:000296316600013
dc.language.isoen_USen_US
dc.subjectImmersed boundary methoden_US
dc.subjectShallow-water flowen_US
dc.subjectDepth averageden_US
dc.subjectTwo-dimensional flow modelen_US
dc.titleTwo dimensional shallow-water flow model with immersed boundary methoden_US
dc.typeArticleen_US

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