Proceedings of the International Conference on Coastal Engineering | |
RUN-UP DUE TO BREAKING AND NON-BREAKING WAVES | |
F. Raichlen1  J.L. Hammack1  | |
[1] W. M. Keck Laboratory of Hydraulics and Water Resources, California Institute of Technology | |
关键词: run up; breaking waves; nonbreaking waves; | |
DOI : 10.9753/icce.v14.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
This study was conducted to Investigate the effect of incident wave parameters on run-up for both a smooth-faced structure and a structure armored with quarry-stone. The ratio of the depth-to-wave length (the relative depth) was found to be important in defining wave run-up for both cases. The relative run-up (expressed as the ratio of the run-up elevation above still water level to the incident wave height) for waves which break at the toe of the structure was less than the maximum relative run-up for non-breaking waves for the same relative depth. For both structures, the maximum relative run-up for experiments with long waves occurred at a value of the modified Ursell number, (1/2IT) (HL2/h3) , of order unity which indicates that the nonlinear and linear effects are approximately equal in the incident wave.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020438862ZK.pdf | 246KB | download |