A numerical model for wave propagation in curvilinear coordinates

被引:27
作者
Zhang, HS
Zhu, LS
You, YX
机构
[1] Shanghai Jiao Tong Univ, Sch Naval Architecture Ocean & Civil Engn, Shanghai 200030, Peoples R China
[2] Chinese Acad Sci, LED, S China Sea Inst Oceanol, Guangzhou 510301, Peoples R China
基金
中国国家自然科学基金;
关键词
wave propagation; numerical model; curvilinear coordinates; dissipation term; analytical solution;
D O I
10.1016/j.coastaleng.2005.02.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Using the perturbation method, a time dependent parabolic equation is developed based on the elliptic mild slope equation with dissipation term. With the time dependent parabolic equation employed as the governing equation, a numerical model for wave propagation including dissipation term in water of slowly varying topography is presented in curvilinear coordinates. In the model, the self-adaptive grid generation method is employed to generate a boundary-fitted and varying spacing mesh. The numerical tests show that the effects of dissipation term should be taken into account if the distance of wave propagation is large, and that the outgoing boundary conditions can be treated more effectively by introduction of the dissipation term into the numerical model. The numerical model is able to give good results of simulating wave propagation for waters of complicatedly boundaries and effectively predict physical processes of wave propagation. Moreover, the errors of the analytical solution deduced by Kirby et al. (1994) [Kirby, J.T., Dalrymple, R.A., Kabu, H., 1994. Parabolic approximation for water waves in conformal coordinate systems. Coastal Engineering 23, 185-213.] from the small-angle parabolic approximation of the mild-slope equation for the case of waves between diverging breakwaters in a polar coordinate system are corrected. (c) 2005 Elsevier B.V. All rights reserved.
引用
收藏
页码:513 / 533
页数:21
相关论文
共 27 条
[1]   VERIFICATION OF NUMERICAL WAVE-PROPAGATION MODELS FOR SIMPLE HARMONIC LINEAR WATER-WAVES [J].
BERKHOFF, JCW ;
BOOY, N ;
RADDER, AC .
COASTAL ENGINEERING, 1982, 6 (03) :255-279
[2]  
BERKHOFF JCW, 1972, 13TH P COAST ENG C V, V1, P471
[3]   ADAPTIVE ZONING FOR SINGULAR PROBLEMS IN 2 DIMENSIONS [J].
BRACKBILL, JU ;
SALTZMAN, JS .
JOURNAL OF COMPUTATIONAL PHYSICS, 1982, 46 (03) :342-368
[4]   A PRACTICAL ALTERNATIVE TO THE MILD-SLOPE WAVE-EQUATION [J].
COPELAND, GJM .
COASTAL ENGINEERING, 1985, 9 (02) :125-149
[5]  
Hong G.W., 1996, CHINA OCEAN ENG, V10, P433
[6]  
Hong GW, 1998, CHINA OCEAN ENG, V12, P383
[7]   Vibration reduction of flexible manipulators using torque wheels [J].
Hong, SM ;
Park, YS .
MECHANICS OF STRUCTURES AND MACHINES, 1999, 27 (01) :1-22
[8]  
Isobe M., 1986, P 20 INT C COAST ENG, P306
[9]  
KAKU H, 1988, UFLCOELTR075
[10]   PARABOLIC WAVE COMPUTATIONS IN NON-ORTHOGONAL COORDINATE SYSTEMS [J].
KIRBY, JT .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1988, 114 (06) :673-685