Keywords
wave group
breakwater
rubble mound breakwater
breakwater stability
breakwater
rubble mound breakwater
breakwater stability
How to Cite
Medina, J. R., Fassardi, C., & Hudspeth, R. T. (1990). EFFECTS OF WAVE GROUPS ON THE STABILITY OF RUBBLE MOUND BREAKWATERS. Coastal Engineering Proceedings, 1(22). https://doi.org/10.9753/icce.v22.%p
Abstract
The stability of the armor layer of rubble mound breakwaters has been shown to be highly influenced by some wave grouping characteristics. The measured damage functions are dependent on the Envelope Exceedance Coefficient, a, and also on the Groupiness Factor defined as: GF = ff[H2(t)]/8mo.
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