Numerical Simulation of Nonlinear Wave Propagation from Deep to Shallow Water

Author:

Zheng Peng-Bo1,Zhang Zhou-Hao1,Zhang Hong-Sheng2,Zhao Xue-Yi2

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

Publisher

MDPI AG

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference42 articles.

1. Long waves on a beach;Peregrine;J. Fluid Mech.,1967

2. A new form of the Boussinesq equations with improved linear dispersion characteristics;Madsen;Coast. Eng.,1991

3. Alternative form of Boussinesq equations for nearshore wave propagation;Nwogu;J. Waterw. Port Coast. Ocean Eng.,1993

4. A fully nonlinear Boussinesq model for surface waves. Part 1. Highly nonlinear unsteady waves;Wei;J. Fluid Mech.,1995

5. High order models of nonlinear and dispersive wave in water of varying depth with arbitrary slopping bottom;Hong;China Ocean Eng.,1997

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