The results for this case are presented in Fig. 9 for regular waves. The influence of B/L (or d/L since B = d in the experiments) on the performance of the FB is shown. For B/L greater than 0.25 the performance of the structure can be considered satisfactory for all dr/d considered since Ct is less than 0.5. The FB performs more efficiently under the forcing of
waves with short periods for intermediate and deep waters (d/L > 0.25).