Effect of wave screens on the dynamic pressures on vertical wall on its leeside

被引:0
作者
Balaji, R [1 ]
Sundar, V [1 ]
机构
[1] Indian Inst Technol, Dept Ocean Engn, Madras 600036, Tamil Nadu, India
来源
ADVANCES IN HYDRAULICS AND WATER ENGINEERING, VOLS 1 AND 2, PROCEEDINGS | 2002年
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The hydrodynamic performance of vertical wave screen of different porosity has been studied through an experimental investigation. The variations in the dynamic pressures exerted on a vertical wall as well as its reflection characteristics due to the presence of a wave screen on its seaward side have been studied with an experimental investigation in a wave flume. The studies were conducted for four different porosities of the screen in random wave field. The effects of the screen porosity on the reflection from the wall and the dynamic pressures on the vertical wall have been reported as a function of relative gap ratio between the screen and the wall. The details of model, instrumentation and results are presented and discussed in this paper.
引用
收藏
页码:745 / 749
页数:5
相关论文
共 13 条
[1]  
ALLSOP NWH, 1995, VERTICAL WALLS BREAK
[2]  
ALLSOP NWH, 1993, 2 MCS PROJ WORKSH MA
[3]  
[Anonymous], 1980, P 17 COAST ENG C
[4]  
BERGMANN H., 1999, P COAST PORT STRUCT, P1340
[5]  
Bergmann H., 1998, P 26 C COAST ENG ASC, P2042
[6]  
Gardner JD., 1988, DESIGN BREAKWATERS I, P283, DOI [10.1680/dob.13513.0020, DOI 10.1680/DOB.13513.0020]
[7]  
GODA Y, 1985, RANDOM SETS DESIGN M
[8]  
Grune J., 1974, ROC 14 ASCE COASTAL, V3, P1906, DOI [10.1061/9780872621138.114, DOI 10.1061/9780872621138.114]
[9]  
HARTMANN, 1969, STABGITTER INSTATION
[10]  
ISAACSON M, 1991, J OFFSHORE MECH ARCT, V113, P14