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- W2315364410 abstract "This paper presents a two-dimension (2-D) numerical model for simulating dam-break flow involving wet-dry fronts over irregular topography. The Central- upwind scheme is chosen to calculate interface fluxes for each cell edge. A second order spatial linear reconstruction with multidimensional limiter and second order TVD Runge-Kutta scheme are chosen to acquire high order accuracy in space and time. Non-negative water reconstruction of variables at cell interfaces and compatible discretization of slope source term lead to stable and well-balanced scheme for hydraulics over irregular topography. The friction term is discretized with a semi-implicit scheme for numerical stability when very small water depth exists. An accurate and effective technique is presented for tracking wetting-drying interfaces during the process of wave front propagation on dry bed. The capacity and accuracy of current model are verified by several benchmark tests as well as a real dam-break case, and good performances are achieved in tests." @default.
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- W2315364410 date "2014-01-01" @default.
- W2315364410 modified "2023-10-16" @default.
- W2315364410 title "A Well-Balanced 2-D Model for Dam-Break Flow with Wetting and Drying" @default.
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- W2315364410 doi "https://doi.org/10.11159/jffhmt.2014.005" @default.
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