期刊论文详细信息
| Proceedings of the International Conference on Coastal Engineering | |
| THB INFLUENCE OF WAVES OH CURRENT PROFILES | |
| Peter Nielsen1  Felicity C. Coffey2  | |
| [1] Coastal Branch, Public Works Department, N. S.W.;Coastal Studies Unit, Department of Geography, University of Sydney | |
| 关键词: current profile; wave/current interaction; | |
| DOI : 10.9753/icce.v20.%p | |
| 学科分类:建筑学 | |
| 来源: Coastal Engineering Research Council | |
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【 摘 要 】
A simple model is presented for steady current profiles in the presence of waves. The current reduction and apparent roughness increase caused by the waves are shown to depend mainly on one dimensionless parameter u*/u"*, i.e. the ratio between the friction velocity amplitude due to the waves and the time averaged friction velocity. The model recognises the need to apply different eddy viscosities to different flow components. Also, the thickness of the wave influenced layer near the bed is comceptually separated from the vertical scale of the wave boundary layer.
【 授权许可】
Unknown
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201912020439864ZK.pdf | 162KB |
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