Stability of rubble mound slopes under random wave attack

J.W. van der Meer, K.W. Pilarczyk, Waterloopkundig Laboratorium
Delft : Waterloopkundig Laboratorium
12-1984

The objective of the present research project is to give new practical design formulae for rubble mound slopes under random wave attack . The study is based upon a series of model tests. More than two hundred tests have been performed in order to vary systematically all the relevant variables . The main shortcomings i n Hudson-type formulae have been solved as a result of the present series of investigations. Stability formulae are given which include t he influence of wave period, number of waves, armour grading, spectrum shape, groupiness of waves and the permeability of the core.

17 blz.
ill.
With refs
(Publication Waterloopkundig Laboratorium ; no. 332)