![]() International Journal of Naval Architecture and Ocean Engineering, 5(10): 644–650.ĭevolder, B., Troch, P., and Rauwoens, P., 2018. A CFD approach to rubble mound breakwater design. International Journal of Naval Architecture and Ocean Engineering, 6: 800–812.ĭentale, F., Reale, F., Leo, A. Numerical wave interaction with tetrapods breakwater. Journal of Coastal Research, 295(3): 528–536.ĭentale, F., Donnarumma, G., and Carratelli, P. Simulation of flow within armour blocks in a breakwater. Coastal Engineering, 4: 4087–4099.ĭentale, F., Donnarumma, G., and Carratelli, P. Wave forces on crown walls: Evaluation of existing empirical formulations. Algeciras, Spain, 19–26 (in Spanish).Ĭamus, P. Proceedings of National Conference of the Port and Coastal Technical Association. Rubble mound breakwater crown wall design. Proceedings of the 36th International Conference on Coastal Engineering. Experiments of the effect of freeboard on the stability of a breakwater crown wall. HR Wallingford.īekker, J., Hofland, B., and Smith, G., 2018. Hydraulic Performance of Breakwater Crown Walls. Pressures on a rubble-mound breakwater crown-wall for tsunami impact. Coastal Engineering, 135: 29–54.Īniel-Quiroga, I., Vidal, C., Lara, J. Stability of rubble-mound breakwater under tsunami first impact and overflow based on laboratory. Computers and Structures, 130: 34–45.Īniel-Quiroga, I., Vidal, C., Lara, J. Numerical modelling of armour block sea breakwater with smoothed particle hydrodynamics. The results can provide a basis for the design of crown wall of rubble mound breakwaters at intermediate depths.Īltomare, C., Crespo, A. New empirical formulas are proposed to predict the wave force on crown walls under intermediate depth. Finally, a comparison of the experimental results and Martin method shows that the latter method is not suitable for this experimental scope. Subsequently, a series of numerical simulations were implemented to examine the impacts of different hydrodynamic parameters (including wave height, incident wave period, and water depth) and the berm width on the wave force of the crown wall. A set of laboratory experiments were performed to validate the adopted model. The Navier-Stokes equations for two-phase incompressible flows, combined with shear stress transport k-ω turbulence model and volume of fluid method for tracking the free surface, were solved. In this study, a three-dimensional numerical wave flume was developed to investigate monochromatic wave interactions in a rubble mound breakwater with a crown wall. Particularly, the wave force on crown walls under intermediate depths has been studied through physical model tests and numerical simulations. The wave force on crown walls is an important parameter for the practice engineering design. Rubble mound breakwaters with a crown wall are a common coastal engineering structure. ![]()
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