Rock toe stability of rubble mound breakwaters: Fid-Bau Portal

Rock toe stability of rubble mound breakwaters

van Gent, Marcel R.A. / van der Werf, Ivo M.

Abstract The toe structure of a breakwater provides support to the armour layer and protects the structure from damage due to scour at the toe. Often a toe structure consists of rock material. Several design formulae exist to predict the amount of damage to the toe structure under wave loading. These design formulae for the required rock size include effects of the wave height and the water depth above the toe structure. Here, rock toe stability has been studied by means of physical model tests to provide information on the required rock size in the toe structure. The tests and analysis are focussed not only on the influence of the wave height and the water depth above the toe structure, but also on the influence of the width of the toe structure, the thickness of the toe and the wave steepness. The wave steepness, width of the toe and the thickness of the toe appear to affect the damage to the toe; these parameters need to be taken into account in order to derive accurate predictions of the damage to the toe structure. Based on the test results a prediction formula has been derived including these effects. The formula can be used to determine the required rock size in the toe of rubble mound breakwaters within the ranges of the performed tests.

Highlights • Model tests on the stability of rock toe structures of rubble mound breakwaters. • Influence of parameters on the stability of toe structures. • Guidelines for the amount of acceptable damage to rock toe structures.