Abstract:
In this paper, a numerical meshless method called the weakly compressible smoothed particle hydrodynamic (WCSPH) method, which is a two-dimensional model of a weakly compressible fluid, is applied to simulate the plunging wave breaking process. This model solves the viscous fluid equations to obtain the velocity and density fields and also solves the equation of state to obtain the pressure field. The WCSPH method is demonstrated to have a higher computational efficiency than the basic SPH model. To simulate the turbulent behavior of the fluid flow in the wave breaking procedure, a sub particle scale (SPS) model is used, which is obtained from the Large eddy simulation (LES) theory. To consider the accuracy of the standard WCSPH model (WCSPH model without considering the turbulent effect), a dam break test is performed, and model results are compared with available experimental data.
Keywords:
plunging wave breaking, weakly compressible smoothed particle hydrodynamic, large eddy simulation, sub particle scale model.
Citation:
M. J. Ketabdari, A. N. Roozbahani, “Numerical simulation of plunging wave breaking by the weakly compressible smoothed particle hydrodynamic method”, Prikl. Mekh. Tekh. Fiz., 54:3 (2013), 155–165; J. Appl. Mech. Tech. Phys., 54:3 (2013), 477–486
This publication is cited in the following 3 articles:
Wang Xiuping, Zhang Tao, Sun Shuyu, “Energy-stable smoothed particles hydrodynamics for the incompressible single-phase and two-phase flows”, Sci. Sin.-Math., 2024
Kaveh Soleimani, Mohammad Javad Ketabdari, “Meshfree modeling of near field two-liquid mixing process in the presence of different obstacles”, Ocean Engineering, 213 (2020), 107625
Emanuele Grossi, Ahmed A. Shabana, “Verification of a Total Lagrangian ANCF Solution Procedure for Fluid–Structure Interaction Problems”, Journal of Verification, Validation and Uncertainty Quantification, 2:4 (2017)