| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 8060096 | Coastal Engineering | 2012 | 20 Pages |
Abstract
⺠By and large different formulae for recession give reasonable results. ⺠Crown wall forces on berm breakwaters are smaller than for conventional breakwaters. ⺠Probability of failure analysis shows that berm breakwaters may be very strong.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Ocean Engineering
Authors
Alf Tørum, Mohammad Navid Moghim, Kenneth Westeng, Nurin Hidayati, Ãivind Arntsen,