It is sometimes difficult to design a rubble mound structure along the shorelines of lakes located in mountainous environments, due typical extreme steepness underwater profile. A stable requires that underlying bed slope at least, say, 2H:3V, and addition there must be some space accommodate small horizontal berm. The berm stability assumes an importance, obviously. This research, funded by Br...

In this paper wave transformation in a submerged sloped breakwater and its hydraulic performance was simulated by developing a numerical model in Fortran. The code was established by combining porous flow and a two-phase model using VOF method. Modified Navier-Stokes and k-ε equations implemented to the model to simulate the flow in porous media. Cut cell method was modified to simulate...

The stability of Tetrapod armour units against solitary waves using Smoothed Particle Hydrodynamics (SPH) method is analysed in this work. To purpose, the SPH-based DualSPHysics code was coupled with multiphysics library Project Chrono. are placed above a submerged mound. solves fluid-solid interaction, while Chrono Tetrapod-mound interactions based on contact and material properties block surf...