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MODELING SHEET FLOW UNDER BREAKING WAVES ON A SURF ZONE SANDBAR
Coastal Engineering Proceedings
Wave-driven sediment transport is one of the main drivers of beach morphodynamics. However, the creation of a comprehensive numerical model remains to be a challenging task due to complex mechanisms associated with unsteadiness and free-surface effects. Particularly for highly non-linear and skewed-asymmetric breaking waves, the boundary layer approximation (i.e., assuming horizontal pressure gradient is equal to local free-stream acceleration) is questionable. Moreover, wave-breaking-induceddoi:10.9753/icce.v36.sediment.58 fatcat:v2d2objexbe5de3ur3hbude6n4