Wave-induced oscillation in harbor of arbitrary shape with arbitrary reflection coefficient in uneven sea bed
Abstract
A numerical model to analyse wave induced oscillation in the harbor of arbitrary shape with quay or breakwater of arbitrary reflection coefficient in uneven sea bed, by means of Boundary Element Method (BEM) with be presented. In order to examine the numerical model, the results of oscillation of a rectangular basin presented by Ippen & Goda, and by the present method are shown, good aggrements are obtained.
Fields of Study & Subjects
Coastal and Marine Dynamics
Aquatic and Environmental Studies
Fluid Dynamics Simulations and Interactions
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 119–126
- Publication date
- 10 February 2026
- Language
- EN
- Document type
- Book chapter