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Vertical breakwater

C4. Ports, terminals and coastal/marine civil engineering

Definition

Caisson or blockwork vertical wall breakwater.

A vertical breakwater resists waves with a near-vertical front wall, usually a sand- or rubble-filled concrete caisson set on a leveled rubble foundation bed, reflecting wave energy rather than dissipating it on a slope. It suits deeper water and firm seabed where a rubble-mound section would need an uneconomic volume of armour stone. A composite type sits the caisson on a high rubble mound. Design checks sliding and overturning of the caisson under Goda wave pressures and bearing on the bed, per Takahashi and the USACE Coastal Engineering Manual. Standing-wave scour at the toe and impulsive breaking pressures govern reliability.

Source: Takahashi, Design of Vertical Breakwaters (PHRI); Goda, Random Seas; USACE CEM