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Tuan, T.Q. (author), Verhagen, H.J. (author), Visser, P.J. (author)
A hydrodynamic numerical model is formulated to describe the breach erosion process of sandy barriers. The breach flow is based on the system of unsteady shallow water equations, which is solved using a robust upwind numerical approach in conjunction with the Finite Volume Method (FVM). The hydraulic jump is considered as part of the breach flow...
conference paper 2006