168
Coastal Engineering: Theory and Practice
I —+0.25
—+0.20
—+0.15
-+0.10
—+0.05
-+0.00
—0.05
—0.10
—0.15
—0.20
—0.25
l—0.30
Fig. 5.7(d) Typical rubble breakwater with OWC and its cross-sectional view
at A-A.
Fig. 5.7(e) Typical semi-circular breakwater with OWC.
Shoreline
Fig. 5.7(f) Typical deeper water direct berthing facility formed by breakwater
with OWC.