2013•Chinese Journal of HydrodynamicsRequires access

Numerical modeling of two-dimensional shallow water flows over complex topography

Shen Cheng-shui

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Abstract

This paper presented a high-resolution two-dimensional finite-volume numerical model on structured but non-uniform grids for unsteady two-dimensional shallow-water flow over complex topography.The HLLC approximate Riemann solver was utilized because it is suited to cases involving a wet-dry interface.Overall second order accuracy in space and time was achieved using a two-step unsplit MUSCL-Hancock method.To alleviate the problems associated with numerical instabilities,the friction source terms were treated in a partly implicit way.Finally,three tests were used to validate the solver of the present model and the results indicated that present model may simulate irregular topography accurately and stably.

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This paper presented a high-resolution two-dimensional finite-volume numerical model on structured but non-uniform grids for unsteady two-dimensional shallow-water flow over complex topography.The HLLC approximate Riemann solver was utilized because it is suited to cases involving a wet-dry interface.Overall second order accuracy in space and time was achieved using a two-step unsplit MUSCL-Hancock method.To alleviate the problems associated with numerical instabilities,the friction source terms were treated in a partly implicit way.Finally,three tests were used to validate the solver of the present model and the results indicated that present model may simulate irregular topography accurately and stably.

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Available abstract

This paper presented a high-resolution two-dimensional finite-volume numerical model on structured but non-uniform grids for unsteady two-dimensional shallow-water flow over complex topography.The HLLC approximate Riemann solver was utilized because it is suited to cases involving a wet-dry interface.Overall second order accuracy in space and time was achieved using a two-step unsplit MUSCL-Hancock method.To alleviate the problems associated with numerical instabilities,the friction source terms were treated in a partly implicit way.Finally,three tests were used to validate the solver of the present model and the results indicated that present model may simulate irregular topography accurately and stably.

Key concepts: Riemann solver, Shallow water equations, Finite volume method, Solver, Waves and shallow water, Flow (mathematics), Space (punctuation), Mechanics

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