166
Coastal Engineering: Theory and Practice
J is.. ■5..5 I
«oroffl&raeciîaMi ©tf tr-v?pe wËiài
Réadaptas or berm breakwaters utilize the basic concept of estab listing
an equilibrium between the slope of the rubble mound and wave action
Le. the rubble mound forma a S-shape slope to stabilize itself against wave
action. Typical cross-section of a berm breakwater is shown in Fig. 5.6.
Fig. 5.6 Typical cross-section of berm breakwater.
Fig. 5.7(a) Plan view of OWC integrated with offshore detached breakwater.
Coastal Engineering: Theory and Practice
J is.. ■5..5 I
«oroffl&raeciîaMi ©tf tr-v?pe wËiài
Réadaptas or berm breakwaters utilize the basic concept of estab listing
an equilibrium between the slope of the rubble mound and wave action
Le. the rubble mound forma a S-shape slope to stabilize itself against wave
action. Typical cross-section of a berm breakwater is shown in Fig. 5.6.
Fig. 5.6 Typical cross-section of berm breakwater.
Fig. 5.7(a) Plan view of OWC integrated with offshore detached breakwater.