| dc.contributor.author | Charles L. Vincent | |
| dc.contributor.author | Michael J. Briggs | |
| dc.date.accessioned | 2017-05-08T22:17:26Z | |
| dc.date.available | 2017-05-08T22:17:26Z | |
| dc.date.copyright | January 1999 | |
| dc.date.issued | 1999 | |
| dc.identifier.other | 40116217.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/76399 | |
| dc.description.abstract | In 1989 Vincent and Briggs found that irregular waves with directional spread typical of natural wave systems were not as strongly focused behind a shoal as would be predicted from use of monochromatic waves. These conclusions were based on an analysis of significant wave height alone. Reexamination of the data in terms of | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Distribution of Extreme Waves Behind a Shoal | |
| dc.type | Journal Paper | |
| dc.journal.volume | 125 | |
| dc.journal.issue | 1 | |
| dc.journal.title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)0733-950X(1999)125:1(54) | |
| dc.tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 001 | |
| dc.contenttype | Fulltext | |