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St-Jean-de-Luz/Ciboure bay is protected by three breakwaters constructed in masonry on rubble mound foundation with armor units of 50 t. Breaking waves inflict significant damages: breaches in the foundation, cracks, fractures and masonry torn away. Numerical and experimental hydrodynamic studies have been realized to better understand the conditions of maintenance of the breakwaters. Wave flume tests have been conducted to evaluate loads due to breaking waves. To separate hydrodynamic forces (Froude similarity) from hydrodynamic shocks (Cauchy similarity), an extrapolation law was defined using the Bagnold’s model. Its parameters have been calibrated with results of model tests on two scales. The method is presented and results are discussed.

Extrapolation d’essais d’impacts de la houle sur modèles réduits