期刊论文详细信息
Proceedings of the International Conference on Coastal Engineering | |
RANDOM BREAKING WAVES HORIZONTAL SEABED | |
Anthony Paul Byrne1  Hans Peter Riedel1  | |
[1] Riedel and Byrne Consulting Engineers | |
关键词: wave breaking; random waves; horizontal bed; | |
DOI : 10.9753/icce.v20.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
According to wave theories the depth limited wave height over a horizontal seabed has a wave height to water depth ratio (H/d) of about 0.8. Flume experiments with monochromatic waves over a horizontal seabed have failed to produce H/d ratios greater than 0.55. However designers still tend to use H/d 0.8 for their design waves. Experiments have been carried out using random wave trains in the flume over a horizontal seabed. These experiments have shown that the limiting H/d ratio of 0.55 applies equally well to random waves.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020439910ZK.pdf | 77KB | download |