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A new set of experimental data is used in the numerical validation (2DH) of waves propagating towards a scaled\udharbour facility. The Laredo marina-harbour located at the North coast of Cantabria (Spain), which has lately\udimproved by the extension of its main breakwater, was modelled in the 28 m long and 8.6 m wide directional wave\udbasin of the Environmental Hydraulic Institute, at the University of Cantabria. For two months, different 3D tests were\udsimulated for this harbour configuration, starting with the detailed construction of the real bathymetry contour data,\udand followed by the construction of the 450 m (trunk and head), of a curved rubble-mound, 1:2 slope breakwater,\udcapped with a variable height L-shaped crownwall and the armour layer is composed of 60 ton (trunk) and 70 ton\ud(roundhead) cubic units

NUMERICAL VALIDATION OF WAVE PROPAGATION, TRANSFORMATION AND DISSIPATION TOWARDS A HARBOUR FACILITY: A NEW BECHMARK CASE