Water wave scattering by an array of rectangular breakwaters on a step bottom topography

被引:11
作者
Mondal, R. [1 ]
Alam, Md Mahbub [1 ]
机构
[1] Harbin Inst Technol, Shenzhen Grad Sch, Inst Turbulence Noise Vibrat Interact & Control, Shenzhen 518055, Peoples R China
关键词
Eigenfunction expansion; Breakwaters; Step bottom; Vertical wall; OFFSHORE BREAKWATERS; DIFFRACTION; PROPAGATION; BATHYMETRY; INCIDENT; INLET;
D O I
10.1016/j.oceaneng.2018.09.039
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Water wave scattering by an array of identical rectangular breakwaters is investigated in the presence of a heterogenous bottom boundary in the cases of both infinite and semi-infinite fluid domains. Boundary value problem is formulated by employing small amplitude water wave theory and is reduced to a system of linear algebraic equations using matching eigenfunction expansion method. These equations are solved numerically to perceive the complete solution of the problems under present interest. The reflection and transmission coefficients are computed in different modes, and the energy relation is used to check the accuracy of computed results. Effects of different parameters on the total reflected and transmitted wave energy are computed and analyzed. Further, the surface motion is computed to see the wave phenomena in the vicinity of the breakwaters. The unknown coefficients appearing in velocity potentials are estimated, the frequency of resonance mode is resolved, and resonance surface modes are plotted in the case of the semi infinite fluid domain. This study is useful for the breakwater designer to install breakwaters near an uneven bottom topography.
引用
收藏
页码:359 / 369
页数:11
相关论文
共 23 条
[1]   Oblique wave diffraction by segmented offshore breakwaters [J].
AbulAzm, AG ;
Williams, AN .
OCEAN ENGINEERING, 1997, 24 (01) :63-82
[2]  
Athanassoulis G. A., 1998, IUTAM S COMP METH UN, V39, P21
[3]   A consistent coupled-mode theory for the propagation of small-amplitude water waves over variable bathymetry regions [J].
Athanassoulis, GA ;
Belibassakis, KA .
JOURNAL OF FLUID MECHANICS, 1999, 389 :275-301
[4]   Three-dimensional wave diffraction in the vicinity of openings in coastal structures [J].
Belibassakis, K. A. ;
Tsoukala, V. K. ;
Katsardi, V. .
APPLIED OCEAN RESEARCH, 2014, 45 :40-54
[5]   The Green's function of the mild-slope equation: The case of a monotonic bed profile [J].
Belibassakis, KA .
WAVE MOTION, 2000, 32 (04) :339-361
[6]   A coupled-mode model for the refraction-diffraction of linear waves over steep three-dimensional bathymetry [J].
Belibassakis, KA ;
Athanassoulis, GA ;
Gerostathis, TP .
APPLIED OCEAN RESEARCH, 2001, 23 (06) :319-336
[7]   The interaction of flexural-gravity waves with periodic geometries [J].
Bennetts, L. G. ;
Biggs, N. R. T. ;
Porter, D. .
WAVE MOTION, 2009, 46 (01) :57-73
[8]   Oblique wave interaction with a floating structure near a wall with stepped bottom [J].
Bhattacharjee, J. ;
Guedes Soares, C. .
OCEAN ENGINEERING, 2011, 38 (13) :1528-1544
[9]   WATER-WAVES PAST ABRUPT CHANNEL TRANSITIONS [J].
DALRYMPLE, RA .
APPLIED OCEAN RESEARCH, 1989, 11 (04) :170-175
[10]   Water waves incident on an infinitely long rectangular inlet [J].
Dalrymple, RA ;
Martin, PA .
APPLIED OCEAN RESEARCH, 1996, 18 (01) :1-11