| dc.contributor.author | Nobuhisa | |
| dc.contributor.author | Kobayashi | |
| dc.contributor.author | Jill | |
| dc.contributor.author | Pietropaolo | |
| dc.contributor.author | Jeffrey A. | |
| dc.contributor.author | Melby | |
| dc.date.accessioned | 2017-05-08T22:04:18Z | |
| dc.date.available | 2017-05-08T22:04:18Z | |
| dc.date.copyright | July 2013 | |
| dc.date.issued | 2013 | |
| dc.identifier.other | %28asce%29ww%2E1943-5460%2E0000227.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/70465 | |
| dc.description.abstract | The risk-based design of a reef breakwater requires the prediction of the temporal variations of the damage and wave transmission coefficient during storms. The cross-shore numerical model is extended to the landward zone of the wave transmission. The extended model is compared with 148 tests for a reef breakwater with a narrow crest at or above the still water level where the narrow crest was lowered by wave action. The model is also compared with an experiment on a wide-crested submerged breakwater in which the crest height increased during 20-h wave action. The damage, crest height, and wave transmission coefficient are predicted reasonably well; however, the damaged profile is not predicted accurately. | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Deformation of Reef Breakwaters and Wave Transmission | |
| dc.type | Journal Paper | |
| dc.journal.volume | 139 | |
| dc.journal.issue | 4 | |
| dc.journal.title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)WW.1943-5460.0000180 | |
| dc.tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2013:;Volume ( 139 ):;issue: 004 | |
| dc.contenttype | Fulltext | |
