Journal article
Mound breakwaters under oblique wave attack; a working hypothesis
In
Coastal Engineering
—
1981, Volume 6, Issue 6, pp. 83-92
Abstract
A first approach to the behaviour, flow characteristics and stability, of mound breakwaters under oblique wave attack is undertaken by assuming that oblique incidence only affects the slope angle. For run-up and run-down this approach shows a reasonable degree of agreement with experimental data for small incidence angles (say up to 45°) becoming unreliable for large incidence angles.
| Language: | English |
|---|---|
| Year: | 1981 |
| Pages: | 83-92 |
| ISSN: | 18727379 and 03783839 |
| Types: | Journal article |
| DOI: | 10.1016/0378-3839(82)90017-5 |
