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SIMULATION OFWAVE BREAKINGBY SPHMETHOD COUPLEDWITH LES TURBULENCEMODELING

عنوان مقاله: SIMULATION OFWAVE BREAKINGBY SPHMETHOD COUPLEDWITH LES TURBULENCEMODELING
شناسه ملی مقاله: ICOPMAS10_152
منتشر شده در دهمین همایش بین المللی سواحل، بنادر و سازه های دریایی در سال 1391
مشخصات نویسندگان مقاله:

Amin Mahmoudi - PHD student - Sahand university of technology
Habib Hakimzadeh - Associate Professor - Sahand University of Technology
Mohammad Javad Ketabdari - Associate Professor - Amirkabir University of Technology

خلاصه مقاله:
In this paper a space-averaged Navier–Stokes approach was deployed to investigate the timedependent wave breaking processes. The developed numerical model is based on the smoothed particle hydrodynamic (SPH) method. SPH is a pure Lagrangian approach which can handle largedeformations of the free surface with high accuracy. In this paper a weakly compressible version ofthe smoothed particle hydrodynamics (WCSPH) method together with a large eddy simulation (LES) approach is used to simulate the wave breaking over a sloping sea wall. The model results were compared with the experimental data and numerical data of Li et al. and demonstrated a good agreement with these results. The model results show that the SPH method provides an accurate way of tracking large deformations of the free surface.

کلمات کلیدی:
SPH, Wave breaking, Turbulence, LES model, Sea wall

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/184355/