Wave-induced mean magnitudes in permeable submerged breakwaters

Citation
Fj. Mendez et al., Wave-induced mean magnitudes in permeable submerged breakwaters, J WATERW P, 127(1), 2001, pp. 7-15
Citations number
30
Categorie Soggetti
Civil Engineering
Journal title
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE
ISSN journal
0733950X → ACNP
Volume
127
Issue
1
Year of publication
2001
Pages
7 - 15
Database
ISI
SICI code
0733-950X(200101/02)127:1<7:WMMIPS>2.0.ZU;2-P
Abstract
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 wate r level is analyzed. For this purpose, analytical expressions for those mea n quantities in terms of the shape functions are obtained. The dependence o f 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 pr esented: 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. Resul ts give useful information for engineering applications of wave height evol ution and set-up and set-down evolution in the vicinity of the submerged pe rmeable structure.