Abstract
A numerical model for computing wave propagations between two breakwaters is presented. Each breakwater consists of one or two straight-line segments. Water depth varies in space. The numerical model is based on the parabolic wave equation approach with a boundary-fitted coordinate system. Numerical results are obtained and compared with laboratory experimental data. Good agreement is observed.
| Original language | English |
|---|---|
| Pages (from-to) | 237-247 |
| Number of pages | 11 |
| Journal | Journal of Waterway, Port, Coastal and Ocean Engineering |
| Volume | 114 |
| Issue number | 2 |
| DOIs | |
| Publication status | Published - 1988 Mar |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Water Science and Technology
- Ocean Engineering
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