Advanced Numerical Solver for Dam-Break Flow Application

dc.contributor.authorHui Pu, Jaan
dc.contributor.authorBakenov, Zhumabay
dc.contributor.authorAdair, Desmond
dc.date.accessioned2015-12-04T06:12:40Z
dc.date.available2015-12-04T06:12:40Z
dc.date.issued2012-01
dc.description.abstractIn this paper, a HLL (Harten Lax van Leer) approximate Riemann solver with MUSCL scheme (Monotonic Upwind Schemes for Conservative Laws) is implemented in the presented FV (Finite Volume) model. The presented model is used to simulate different dam-break flow events to verify its capability. Four test cases are presented in this paper. In the first test case, a 1-Dimensional (1D) dambreak flow is simulated over a rectangular channel with different slope limiters of the FV model (namely Godunov, Superbee, Minmod, van Leer, and van Albada). The second test case consists of a simulation of shallow water discontinuous dam-break flow over a dry-downstream bed channel. The third test simulates the shallow water dam-break flow with the existence of bed slope and bed shear stress. Finally, in the last test, the HLL-MUSCL model used in this paper and some other solver models used in literature are compared against the referred exact solution in dam-break flow application. The presented HLL-MUSCL scheme is found to give the best agreement to the exact solution.ru_RU
dc.identifier.citationHui Pu Jaan., Bakenov Zhumabay., Adair Desmond., 2012, Advanced Numerical Solver for Dam-Break Flow Applicationru_RU
dc.identifier.urihttp://nur.nu.edu.kz/handle/123456789/859
dc.language.isoenru_RU
dc.publisherEurasian chemico-technological journal., http://www.researchgate.net/publication/283813681ru_RU
dc.subjectadvanced numerical solverru_RU
dc.subjectdam-break flowru_RU
dc.titleAdvanced Numerical Solver for Dam-Break Flow Applicationru_RU
dc.typeArticleru_RU

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