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C. Lo Re et al.  /  Procedia Engineering   70  ( 2014 )  1046 – 1054   1049

                 dξ =  u
                 dt   s                                                                         (1)

            Such a relation states that the fluid particles at the shoreline remain along the shoreline (Prasad and Svendsen
            2001). Moreover the momentum equation at the shoreline must be also considered in order to close the problem; in
            dimensional form such a shoreline equation reads:

                 du     ∂ζ
                   s  = − g  +  F                                                               (2)
                 dt      x ∂  fric
                          s
            where ∂ζ/∂x| s is the derivative of the surface elevation evaluated at the shoreline, F fric is the bottom friction force
            evaluates as follow:


                         f
                 F fric = −  ⋅ u⋅  u
                       h +ζ                                                                     (3)
            in which h is the local depth, f is the bottom friction coefficient. When the value of F fric becomes too large, due to
            the small value of the total water depth, a threshold is used. In such a case, the dependency on the water depth has
            been eliminated and the bottom friction is assumed to be only a quadratic function of the depth-averaged velocity:

                 F fric =  − C ⋅  u ⋅  u                                                        (4)
                         f

                                                        −1
            where C f is a coefficient that was assumed equal to 5.0 m  in the present work, such a value is based on the work
            of Lo Re et al. (2012).
            3. Study area and field measurements

              The beach considered in the present work is known as  Lido Signorino and is located in the western part of
            Sicily (Fig. 2a). The Lido Signorino beach has a mild slope, being essentially a dissipative beach with beach face
            slopes varying from 1.5 to 10.8°. It extends in the N-S direction, for about 3.5 km, between the two headlands
            called  Torre  Tunna (325°N - 37°45'32.26''N; 12°27'40.00''E) and  Torre Sibilliana (185°N - 37°43'36.31''N;
            12°28'11.23''E). The sector from which waves can arrive  has an amplitude of 140°. Note that, because of the
            presence of the Egadi archipelago, the beach is screened marginally by the Favignana Island, located along the
            320°N direction.
              The beach is made up by very fine Holocene sand with sub-rounded grains constituted by lithic and fossil shell
            fragments with a carbonate composition. The granulometric analysis gave a mean value of D 50 ~ 0.55  mm  and
            mean granulometric fractions of 0.4% of silt, 0.6% of clay and 99% of sand.
              The dominant wind diagram (Fig. 2a), obtained from measurements of the nearby  meteorological station of
            Trapani in the period 2004-2008, shows that the winds which can mainly model the beach have NW-SE and W-E
            directions. The beach tends toward erosion, with much of the natural dune ridge having been overtaken by urban
            development. The dunes remain only in the southern part, where the human activity is less intense. At such a
            location, the dunes are only 2.5 m high on average.

            3.1. Wave and topographic data

              Offshore wave data were provided by a wave rider  buoy offshore Mazara del Vallo, deployed offshore the
            beach, less than 30 km far from field site and at about 100 m water depth. Such a buoy is managed by the ISPRA -
            Institute for Environmental Protection and Research of the Italian Government (www.idromare.it).
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