縦スリット式消波構造物の消波特性を厳密に考慮した任意平面波浪場の解析

抄録

The wave-induced oscillation in harbors of an arbitrary shape having slit-type breakwaters or seawalls in place is studied theoretically. In this paper, using Boundary Integral Method (BIM), an analytical model is first developed without considering real fluid effects. Then, the energy dissipation due to flow separation near cylinders in a slit-type breakwater or a seawall is modeled by introducing a complex blockage coefficient. The theoretical solutions are compared with observed data.