Proceedings of the International Conference on Coastal Engineering | |
WAVE STRESSES ON RUBBLE MOUND ARMOUR | |
Andrew Cornett1  Etienne Mansard1  | |
[1] National Research Council of Canada, Institute for Marine Dynamics | |
关键词: wave stresses; rubble mound; armor; | |
DOI : 10.9753/icce.v24.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
In this study, physical experiments are used to investigate the relationship between fluid velocities on the surface of two rubble-mounds and the shear stresses T and normal stresses a acting on the surface layer of rock armour. Results presented herein indicate that the peak magnitude of slopeparallel hydrodynamic forces on rubble-mound armour located below the still waterline can be reasonably well estimated using wave friction factors originally developed for rough turbulent oscillatory flow over impermeable horizontal beds. Stresses on rubble-mound armour are also compared to the prevailing surf similarity (Iribarren) parameter. The largest stresses are found to result from waves that form collapsing breakers.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020440856ZK.pdf | 239KB | download |