![]() Realistic wave generation and active wave absorption for Navier-Stokes models: Application to OpenFOAM®, Coastal Engineering, 71, 102–118. (Eds.), HR Wallingford, Wallingford, U.K. European Manual for the Assessment of Wave Overtopping, Pullen, T., Allsop, N.W.H., Bruce, T., Kortenhaus, A., Schüttrumpf, H. Application of a buoyancy-modified k-ω SST turbulence model to simulate wave run-up around a monopile subjected to regular waves using Open-FOAM®, Coastal Engineering, 125, 81–94.ĮurOtop, 2007. A CFD approach to rubble mound breakwater design, International Journal of Naval Architecture and Ocean Engineering, 10(5), 644–650.ĭevolder, B., Rauwoens, P. Simulation of flow within armour blocks in a breakwater, Journal of Coastal Research, 30(3), 528–536.ĭentale, F., Reale, F., Di Leo, A. Wave loadings acting on innovative rubble mound breakwater for overtopping wave energy conversion, Coastal Engineering, 122, 60–74.ĭentale, F., Donnarumma, G. Numerical investigation of wave-structure interaction using OpenFOAM, Ocean Engineering, 88, 91–109.Ĭontestabile, P., Iuppa, C., Di Lauro, E., Cavallaro, L., Andersen, T.L. Depth-averaged modelling of granular dike overtopping, Journal of Hydraulic Research, 56(4), 537–550.Ĭhen, L.F., Zang, J., Hillis, A.J., Morgan, G.C.J. Overtopping performance of different armour units for rubble mound breakwaters, Coastal Engineering, 56(2), 166–179.Ĭantero-Chinchilla, F.N., Castro-Orgaz, O., Schmocker, L., Hager, W.H. Field measurements of wave overtopping at the rubble mound breakwater of Rome-Ostia yacht harbour, Coastal Engineering, 52(12), 1155–1174.īruce, T., van der Meer, J.W., Franco, L. Turbulence Modeling Validation, Testing, and Development, NASA TM 110446, NASA Ames Research Center, Moffett Field, Calif.īriganti, R., Bellotti, G., Franco, L., de Rouck, J. The developed numerical model can be used to evaluate the random wave overtopping in design of rubble mound breakwater with artificial armor blocs.īardina, J.E., Huang, P.G. The results show good agreement between the simulated and measured overtopping discharge rates for different types of armor units. Random wave overtopping of rubble mound breakwater with armor units is simulated through the proposed model. Grids independence analysis are carried out, the horizontal and vertical grid size are recommended to take as one-fifteenth of the mean nominal diameter D 50 of the armor units and one-fifteenth of the wave height respectively. The volume-averaged RANS equation and the seepage equation containing nonlinear term are used to describe the percolation in the core and underlayer of the breakwater. The armor units with their real geometries are depicted through computational grids. Based on the open source code OpenFOAM, a three-dimensional model is presented for simulation of the interaction between waves and rubble mound breakwater with armor units.
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |