Simplified analytical solutions for wave interaction with absorbing-type caisson breakwaters

被引:49
作者
Williams, AN [1 ]
Mansor, AEM
Lee, HS
机构
[1] Univ Houston, Dept Civil & Environm Engn, Houston, TX 77204 USA
[2] Chung Ang Univ, Dept Civil Engn, Ansung 456756, Kyungki Do, South Korea
关键词
caisson breakwater; wave reflection; wave damping; energy dissipation;
D O I
10.1016/S0029-8018(99)00045-1
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
Simplified analytical solutions are presented to model the interaction of linear waves with absorbing-type caisson breakwaters, which possess one, or two, perforated or slotted front faces which result in one, or two, interior fluid regions (chambers). The perforated/slotted surfaces are idealized as thin porous plates. Energy dissipation in the interior fluid region(s) inside the breakwater is modelled through a damping function. Under the assumption of potential flow and linear wave theory a boundary-value problem may then be formulated to describe wave interaction with the idealized structure. A solution to this simplified problem may be obtained by an eigenfunction expansion technique and an explicit analytical expression may be obtained for the reflected wave height. Using the experimental work of previous authors, damping coefficients are determined for both single and double chamber absorbing-type caisson breakwaters. Based on the damping for a single perforated-wall breakwater, a methodology is proposed to enable the estimation of the damping coefficients for a breakwater with two chambers. The theoretical predictions of the reflection coefficients for the two-chamber structures using the present model are compared with those obtained from laboratory experiments by other authors. It is found that the inclusion of the damping in the interior fluid region gives rise to improved agreement between theory and experiment. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1231 / 1248
页数:18
相关论文
共 19 条
[1]  
[Anonymous], 1984, PROC 19 COASTAL ENG
[2]  
[Anonymous], P 23 INT C COAST ENG
[3]   A MATHEMATICAL-MODEL OF A SLOTTED WAVESCREEN BREAKWATER [J].
BENNETT, GS ;
MCIVER, P ;
SMALLMAN, JV .
COASTAL ENGINEERING, 1992, 18 (3-4) :231-249
[4]  
Chwang A, 1984, P 15 ONR S NAV HYDR, P407
[5]   A PISTON-TYPE POROUS WAVEMAKER THEORY [J].
CHWANG, AT ;
LI, W .
JOURNAL OF ENGINEERING MATHEMATICS, 1983, 17 (04) :301-313
[6]   A POROUS-WAVEMAKER THEORY [J].
CHWANG, AT .
JOURNAL OF FLUID MECHANICS, 1983, 132 (JUL) :395-406
[7]   WAVE INTERACTION WITH SEMIPOROUS CYLINDRICAL BREAKWATER [J].
DARWICHE, MKM ;
WILLIAMS, AN ;
WANG, KH .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1994, 120 (04) :382-403
[8]   HYDRAULIC DESIGN OF PERFORATED BREAKWATERS [J].
FUGAZZA, M ;
NATALE, L .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1992, 118 (01) :1-14
[9]   Wave interactions with vertical slotted barrier [J].
Isaacson, M ;
Premasiri, S ;
Yang, G .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1998, 124 (03) :118-126
[10]  
Jarlan G.E., 1961, Dock Harbour Auth., P394