The problem of sandbar migration on the storm timescale is revisited with a 3D wave-resolving hydro-sedimentary model. latter presents an intermediate approach between expensive two-phase flow models and highly parametrized wave-averaged models. Innovative features include use weakly compressible assumptions in hydrodynamics morphological acceleration bed changes to speed up numerical simulatio...

Quasi-Static analysis of moored vessels is vastly used for engineering designs, as a substitute to the numerical simulation of dynamic mooring analysis. Yet, the level of validity of the results of quasi-static analysis is a matter of discussion. In the present study, the validation of the assumptions behind the quasi-static analysis of mooring vessels is examined with application of a dynamic ...