Three-dimensional numerical simulation of wave interaction with perforated quasi-ellipse caisson+

The finite difference method and the volume of fluid (VOF) method were used to develop a three-dimensional numerical model to study wave interaction with a perforated caisson. The partial cell method was adopted to solve this type of problem for the first time. The validity of the present model, with and without the presence of caisson structures, was examined by comparing the model results with experimental data. Then, the numerical model was used to investigate the effects of various wave and structure parameters on the wave force and wave runup of the perforated quasi-ellipse caisson. Compared with the solid quasi-ellipse caisson, the wave force on the perforated quasi-ellipse caisson is significantly reduced with increasing porosity of the perforated quasi-ellipse caisson. Furthermore, the perforated quasi-ellipse caisson can also reduce the wave runup, and it tends to decrease with the increase of the porosity of the perforated quasi-ellipse caisson and the relative wave height.

[1]  Wave forces on, and water-surface fluctuations around a vertical cylinder encircled by a perforated square caisson , 2000 .

[2]  R. Sundaravadivelu,et al.  Wave runup on a concentric twin perforated circular cylinder , 2007 .

[3]  陈雪峰,et al.  Numerical Simulation of Wave Interaction with Perforated Caisson Breakwaters , 2003 .

[4]  Yong Liu,et al.  The reflection of oblique waves by an infinite number of partially perforated caissons , 2007 .

[5]  Bin Teng,et al.  Numerical and simplified methods for the calculation of the total horizontal wave force on a perforated caisson with a top cover , 2007 .

[6]  滕斌,et al.  Reflection of Oblique Incident Waves by Breakwaters with Partially-Perforated Wall , 2002 .

[7]  Colorado Colorado,et al.  AMERICAN SOCIETY OF CIVIL ENGINEERS , 2010 .

[8]  Jun Zang,et al.  Numerical model of cnoidal wave flume , 1999 .

[9]  Hu Jia-shun Research on and design of new structure of elliptical caissoned pier , 2006 .

[10]  Kil Seong Lee,et al.  Reflection of irregular waves from perforated-wall caisson breakwaters , 2001 .

[11]  Tsz Leung Yip,et al.  Perforated Wall Breakwater with Internal Horizontal Plate , 2000 .

[12]  A. N. Williams,et al.  Wave Interaction with Semiporous Cylindrical Breakwater , 1994 .

[13]  Yong Liu,et al.  Total horizontal and vertical forces of irregular waves on partially perforated caisson breakwaters , 2008 .

[14]  S. Takahashi,et al.  Design of vertical breakwaters , 2002 .

[15]  Chen Xue Numerical Simulation of Wave Interaction with Perforated Caisson Breakwaters , 2003 .

[16]  Yong Liu,et al.  Wave interaction with a perforated wall breakwater with a submerged horizontal porous plate , 2007 .

[17]  Wang Guo-yu Experimental study of wave force on multiple quasi-ellipse caisson structure , 2009 .

[18]  P. Troch,et al.  Development of two-dimensional numerical wave flume for wave interaction with rubble mound breakwaters , 1999 .

[19]  Li Yu Analysis of wave forces induced by the interaction of oblique incident waves with partially-perforated caisson structures , 2003 .