Wave‐Induced Oscillation in Harbor with Porous Breakwaters

作者：Xiping Yu, Allen T. Chwang · 发表于：Journal of Waterway Port Coastal and Ocean Engineering · 年份：1994 · DOI：10.1061/(asce)0733-950x(1994)120:2(125) · 被引用次数：109 · 研究领域：Coastal and Marine Dynamics、Wave and Wind Energy Systems、Fluid Dynamics Simulations and Interactions

Wave‐induced oscillation in a semicircular harbor with porous breakwaters is studied on the basis of the linear potential wave theory and a newly derived boundary condition for the breakwaters. By separation of variables, general expressions of the velocity potential in terms of unknown constants are obtained in the harbor region and in the open sea. These expressions are matched so that the porous boundary condition and the continuity of mass flux and free surface at the harbor entrance are satisfied. The velocity potential and, consequently, the free surface oscillation in the whole domain concerned are thus determined. The frequency response of a harbor with breakwaters of various porous properties is investigated. It is noted that the inertial effect of the porous structure is mainly to increase the resonant wave number and it does not reduce the amplitude of the resonant oscillation significantly. On the other hand, the porous resistance gives rise to little change of the resonant wave number but it reduces the amplitude of the resonant oscillation effectively. A small but finite permeability of the breakwater is found to be optimal to diminish the resonant oscillation.