Wind‐Wave Growth with High FrictionSource: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 001Author:Fred E. Camfield
DOI: 10.1061/(ASCE)0733-950X(1983)109:1(115)Publisher: American Society of Civil Engineers
Abstract: An approximate method is presented for estimating wind-wave growth over flooded areas where there is a major effect from bottom friction because of dense vegetation. The method estimates wave growth using an adjusted fetch length which is shorter than the actual fetch length. The adjusted fetch length is determined by comparing decay factors for the case of low bottom friction and the case of high bottom friction.
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| contributor author | Fred E. Camfield | |
| date accessioned | 2017-05-08T21:08:33Z | |
| date available | 2017-05-08T21:08:33Z | |
| date copyright | February 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-950x%281983%29109%3A1%28115%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/40281 | |
| description abstract | An approximate method is presented for estimating wind-wave growth over flooded areas where there is a major effect from bottom friction because of dense vegetation. The method estimates wave growth using an adjusted fetch length which is shorter than the actual fetch length. The adjusted fetch length is determined by comparing decay factors for the case of low bottom friction and the case of high bottom friction. | |
| publisher | American Society of Civil Engineers | |
| title | Wind‐Wave Growth with High Friction | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 1 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1983)109:1(115) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 001 | |
| contenttype | Fulltext |