Wave-induced mean magnitudes in permeable submerged breakwaters

被引:34
作者
Méndez, FJ
Losada, IJ
Losada, MA
机构
[1] Univ Cantabria, Dpto Ciencias & Tecn Agua & Medio Ambiente, Res Oc & Coast Res Grp, Santander 39005, Spain
[2] Univ Granada, ETSI Caminos, Granada 18071, Spain
来源
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE | 2001年 / 127卷 / 01期
关键词
D O I
10.1061/(ASCE)0733-950X(2001)127:1(7)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The influence of wave reflection and energy dissipation by breaking and by porous flow induced by a permeable submerged structure on second-order mean quantities such as mass flux, energy flux, radiation stress, and mean water level is analyzed. For this purpose, analytical expressions for those mean quantities in terms of the shape functions are obtained. The dependence of those quantities on the incident wave characteristics, structure geometry, and permeable material characteristics is modeled, extending the writers' previous work including wave breaking. Two models for regular waves are presented: a 2D model to be applied to submerged trapezoidal breakwaters and a 3D model for submerged permeable rectangular breakwaters. Both models are able to reproduce experimental wave height transformation as well as mean water level variations along the wave flume with reasonable accuracy. Results give useful information for engineering applications of wave height evolution and set-up and set-down evolution in the vicinity of the submerged permeable structure.
引用
收藏
页码:7 / 15
页数:9
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