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Godunov-type solution of the shallow water equations on adaptive unstructured triangular grids
Authors:Z. D. Skoula  A. G. L. Borthwick  C. I. Moutzouris
Affiliation:1. Department of Water Resources, Hydraulic and Maritime Engineering , School of Civil Engineering, National Technical University of Athens , 5 Heroon Polytechniou, Zografou, 15780, Athens, Greece zskoula@hydro.ntua.gr;3. Department of Engineering Science , University of Oxford , Parks Road, Oxford, OX1 3PJ, UK;4. Department of Water Resources, Hydraulic and Maritime Engineering , School of Civil Engineering, National Technical University of Athens , 5 Heroon Polytechniou, Zografou, 15780, Athens, Greece
Abstract:A Godunov-type upwind finite volume solver of the non-linear shallow water equations is described. The shallow water equations are expressed in a hyperbolic conservation law formulation for application to cases where the bed topography is spatially variable. Inviscid fluxes at cell interfaces are computed using Roe's approximate Riemann solver. Second-order accurate spatial calculations of the fluxes are achieved by enhancing the polynomial approximation of the gradients of conserved variables within each cell. Numerical oscillations are curbed by means of a non-linear slope limiter. Time integration is second-order accurate and implicit. The numerical model is based on dynamically adaptive unstructured triangular grids. Test cases include an oblique hydraulic jump, jet-forced flow in a flat-bottomed circular reservoir, wind-induced circulation in a circular basin of non-uniform bed topography and the collapse of a circular dam. The model is found to give accurate results in comparison with published analytical and alternative numerical solutions. Dynamic grid adaptation and the use of a second-order implicit time integration scheme are found to enhance the computational efficiency of the model.
Keywords:Shallow water equations  Godunov  Adaptive finite volume  Variable bed topography  Unstructured grids  Implicit time integration
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