NUMERICAL ANALYSIS ON THE REFLECTION COEFFICIENT OF A CURTAIN BREAKWATER USING OPENFOAM
This paper presents a two-dimensional numerical investigation on the reflection coefficient of a curtain breakwater including a seaside drooping plate and a leeside caisson.A numerical wave flume is developed based on the continuity equation and the Navier-Stokes equation where the VOF method is used to track and locate the free surface.Relaxation zone method is used to implement the generation and absorption of waves.The numerical results of the reflection coefficient for the curtain breakwater are in good agreement with experimental data in literature.The variations of the reflection coefficient versus factors of the wavelength,the wave chamber width,the immersed depth of the drooping plate and the angle at the bottom of the drooping plate are examined.It is found that for reaching lower reflection,the values of the wave chamber width should be around one tenth of the wavelength.The incident wave energy is dissipated by the vortex flows around the drooping plate effectively.The present numerical wave flume based on OpenFOAM can well estimate the hydrodynamic performance of the curtain breakwater for practical application.
Reflection coefficient Curtain breakwater Numerical wave flume OpenFOAM
SHENG-QIANG YIN XIN-YU WANG YONG LIU
Shandong Provincial Key Laboratory of Ocean Engineering,Ocean University of China,Qingdao,China
国际会议
The 13th OpenFOAM Workshop(第13届OpenFOAM国际研讨会)
上海
英文
294-294
2018-06-24(万方平台首次上网日期,不代表论文的发表时间)