2009 年 65 巻 1 号 p. 756-760
Experimental studies used to be conducted to investigate hydraulic performance of permeable breakwaters due to complexity of the wave absorption mechanism. Although the numerical wave flumes such as CADMAS-SURF have recently been applied to the wave-structure interaction system, 3-D configuration of permeable breakwaters cannot be reproduced by the method. In this study, CADMAS-SURF/3D which is newly developed as 3-D numerical wave tank is applied to estimate the hydraulic performance of the permeable breakwater. The applicability of CADMAS-SURF/3D to such structures is investigated from the comparison between experimental and numerical results, in which detailed wave dissipation mechanism is also discussed.