期刊论文详细信息
Proceedings of the International Conference on Coastal Engineering | |
BED LOAD TRANSPORT DUE TO NON-LINEAR WAVE MOTION | |
Hitoshi Tanaka1  | |
[1] Department of Civil Engineering, Tohoku University | |
关键词: nonlinear wave; bed load; sediment transport; | |
DOI : 10.9753/icce.v21.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
The bed load transport rate due to wave motion is measured in a wave flume. The modified stream function theory of the author ( Tanaka (1988) ) is applied to the formulation of the sediment transport rate in order to include the non-linearity. The proposed formula predicts well except near the surf zone where the effect of the acceleration plays an important role.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020440167ZK.pdf | 178KB | download |