Hydrodynamic efficiency of partially immersed caissons supported on piles

The efficiency of the breakwater, which consists of caissons supported on two or three rows of piles, was studied using physical models. The efficiency of the breakwater is presented as a function of the transmission, reflection and the wave energy dissipation coefficients. Regular waves with wide ranges of wave heights and periods and constant water depth were used. Different characteristics of the caisson structure and the supporting pile system were also tested. It was found that, the transmission coefficient ( k t) decreases with increasing the relative breakwater draft D/ L, increasing the relative breakwater width B/ h, and decreasing the piles gap-diameter ratio G/ d. It is possible to achieve k t values less than 0.25 when D/ L≥0.1. The reflection coefficient takes the opposite trend especially when D/ L≤0.15. The proposed breakwater dissipates about 10–25% of the incident wave energy. Also, simple empirical equations are developed for estimating the wave transmission and reflection. In addition, the proposed breakwater model is efficient compared with other floating breakwaters.