期刊论文详细信息
Proceedings of the International Conference on Coastal Engineering | |
SEDIMENT THRESHOLD UNDER OSCILLATORY WAVES | |
Martin C. Miller1  Paul D. Komar1  | |
[1] Oregon State University | |
关键词: oscillatory waves; sediment threshold; | |
DOI : 10.9753/icce.v14.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
As the velocity of the water motion near the bottom under oscillatory waves is increased, there comes a stage when the water exerts a stress on the particles sufficient to cause them to move. This study reviews data on threshold of sediment motion under wave action and compares the results with the established curves for threshold under a unidirectional current.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020438793ZK.pdf | 186KB | download |