Abstract
This paper reports the results of a numerical study on the hydrodynamic instability parameters of a long-shore wave current in a surf zone with convex and concave bottom profiles. The limits of the change of the relative length of a long-shore meander have been derived in the form of 2≤λ/6≤6, and structural and dynamic peculiarities of perturbations in a surf zone with various bottom profiles have been demonstrated.
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