Affiliation:
1. Merchant Marine College, Shanghai Maritime University, Shanghai 201306, China
2. College of Ocean Science and Engineering, Shanghai Maritime University, Shanghai 201306, China
Abstract
Herein, a numerical model is proposed to simulate the nonlinear wave propagation from deep to shallow water and wave breaking phenomena. In the numerical model, the governing equations selected, in which the momentum equations were added to the eddy-viscous breaking and bottom friction terms to simulate the wave breaking phenomenon, are suitable for the wave propagation from deep to shallow water. The spatial derivations of the governing equations are discretized with the hybrid scheme, combining the finite-difference and finite-volume methods. To numerically simulate the nonlinear wave propagation in waters with various depths accurately, the non-conservative governing equations are reorganized as conservative to facilitate a total variation diminishing (TVD) type scheme using a Riemann solver. Extensive numerical tests of nonlinear wave propagation have been realized in waters with large relative water depths and varying water depths. The comparisons between numerical and analytical or experimental results indicated that the numerical results are reasonable and reliable, and the present numerical model can effectively simulate the wave-breaking phenomenon.
Funder
National Natural Science Foundation of China
Science and Technology Commission of Shanghai Municipality
Shanghai Frontiers Science Center of “Full Penetration” Far-Reaching Offshore Ocean Energy and Power
Subject
Ocean Engineering,Water Science and Technology,Civil and Structural Engineering
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