Swash Zone Modeling Essay Example | Topics and Well Written Essays - 1250 words

Swash Zone Modeling - Essay ExampleHowever, an accurate model is still lacking for at least a couple of reasons (Nielsen et al., 2001).Firstly, the water motion in the swash zone is quite different from that in the inner surf zone and not well understood. In particular, the bed shear stresses have not been measured. Secondly, there is a possibility that perpendicular to the sand surface (in/exfiltration or ventilation) and/or strong horizontal pressure, gradients dear(p) bore fronts could influence the depositary motion significantly in the swash zone.In the swash zone, the bore collapses at the shore, surface rollers are not apply and consequently the velocity distribution given by Eq. (1) is not valid. Thus, this dissipation mechanism (i.e. surface roller concept) cannot be applied in this region. Instead of this, the tress viscosity concept is adopted in fix to simulate the dissipation due to turbulence in the swash zone (the run-down point is considered as the offshore limit of the swash zone). Details can be found in Karambas and Koutitas (2002).The numerical solution of the Boussinesq-type equations is based on an accurate higher order numerical scheme, which has been developed by Wei and Kirby (1995). They used a fourth-order predictor-corrector scheme for time stepping and discretize the first-order spatial derivatives to fourth-order accuracy. This discretization automatically eliminates error terms that would be of the same form as the dispersive terms, and which must therefore be corrected for if lower order scheme are used. In order to validate the above model, Karambas and Koutitas (2002) compared the numerical results with data-based data (including swash zone). As mentioned by Turner and Masselink (1998), vertical flow through a porous bed induces two effects (a) bed stabilization-destabilization, and (b) deepening(a) or thinning of the boundary layer. On the uprush, downwards-directed piezometric head gradients (infiltration) will increase the effective weight of sediment (i.e. bed stabilization), thereby decreasing the potential for sediment transport