Proceedings of the International Conference on Coastal Engineering | |
CHARACTERISTICS OF FLOW IN RUN-UP OF PERIODIC WAVES | |
Jurjen A. Battjes1  Ary Roos2  | |
[1] Department of Civil Engineering, Delft University of Technology;Directorate for Waterrnanagement and Hydraulic Research, Rijkswaterstaat | |
关键词: run up; periodic waves; flow characteristics; | |
DOI : 10.9753/icce.v15.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
An experimental study is presented of some characteristic parameters of the flow in the up-rush and down-rush of periodic waves breaking on a plane, smooth slope. The water layer thickness has been measured as a function of time at four locations above still water level. Discharges and particle velocities have been calculated. The results have been made nondimensional on the basis of Hunt's formula for the run-up height. They appear to be either independent of the wave steepness H/L and slope gradient tan Ct or to be a function of a single similarity parameter £ - tana / yH/L only. An hypothesis is stated concerning a relation between the mean rate of overtopping of a dike by waves, and the run-up which would occur under the same circumstances on an uninterrupted slope. On the basis of this hypothesis the overtopping volume per wave can be normalized so as to make it independent of slope angle and wave steepness. A comparison of the result with measurements from other sources indicates a rough agreement.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020438948ZK.pdf | 264KB | download |