Water-wave scattering by thick vertical barriers

被引:67
作者
Kanoria, M [1 ]
Dolai, DP [1 ]
Mandal, BN [1 ]
机构
[1] Indian Stat Inst, Phys & Appl Math Unit, Calcutta 700035, W Bengal, India
关键词
water-wave scattering; thick barrier; multi-term Galerkin approximation; reflection coefficient;
D O I
10.1023/A:1004392622976
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper is concerned with two-dimensional scattering of a normally incident surface wave train on an obstacle in the form of a thick vertical barrier of rectangular cross section in water of uniform finite depth. Four different geometrical configurations of the barrier are considered. The barrier may be surface-piercing and partially immersed, or bottom-standing and submerged, or in the form of a submerged rectangular block not extending down to the bottom, or in the form of a thick vertical wall with a submerged gap. Appropriate multi-term Galerkin approximations involving ultraspherical Gegenbauer polynomials are used for solving the integral equations arising in the mathematical analysis. Very accurate numerical estimates for the reflection coefficient for each configuration of the barrier are then obtained. The reflection coefficient is depicted graphically against the wave number for each configuration. It is observed that the reflection coefficient depends significantly on the thickness for a wide range of values of the wave number, and as such, thickness plays a significant role in the modelling of efficient breakwaters.
引用
收藏
页码:361 / 384
页数:24
相关论文
共 33 条
[1]   Oblique wave scattering by submerged thin wall with gap in finite-depth water [J].
Banerjea, S ;
Kanoria, M ;
Dolai, DP ;
Mandal, BN .
APPLIED OCEAN RESEARCH, 1996, 18 (06) :319-327
[2]   Scattering of water waves by a vertical wall with gaps [J].
Banerjea, S .
JOURNAL OF THE AUSTRALIAN MATHEMATICAL SOCIETY SERIES B-APPLIED MATHEMATICS, 1996, 37 :512-529
[3]   Oblique wave diffraction by parallel thin vertical barriers with gaps [J].
Das, P ;
Dolai, DP ;
Mandal, BN .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1997, 123 (04) :163-171
[4]  
DASPULAK, 1996, ARCH MECH, V48, P959
[5]   A SIMPLIFIED ANALYTICAL MODEL FOR A FLOATING BREAKWATER IN WATER OF FINITE DEPTH [J].
DRIMER, N ;
AGNON, Y ;
STIASSNIE, M .
APPLIED OCEAN RESEARCH, 1992, 14 (01) :33-41
[6]  
Evans D. V., 1972, Journal of the Institute of Mathematics and Its Applications, V10, P1
[7]  
Evans D. V., 1972, Journal of the Institute of Mathematics and Its Applications, V9, P198
[8]   DIFFRACTION OF WATER WAVES BY A SUBMERGED VERTICAL PLATE [J].
EVANS, DV .
JOURNAL OF FLUID MECHANICS, 1970, 40 :433-&
[9]   EDGE WAVES ALONG PERIODIC COASTLINES .2. [J].
EVANS, DV ;
FERNYHOUGH, M .
JOURNAL OF FLUID MECHANICS, 1995, 297 :307-325
[10]   TRANSMISSION OF WATER WAVES THROUGH SMALL APERTURES [J].
GUINEY, DC ;
TUCK, EO ;
NOYE, BJ .
JOURNAL OF FLUID MECHANICS, 1972, 55 (SEP12) :149-&