This study presents the results of a 2D numerical modeling investigation on the performance of non-reshaping berm breakwaters with a special look at the spatial distribution of irregular wave overtopping using FLOW-3D CFD code. The numerical model is based on Reynolds-Averaged Navier-Stokes solver(RANS) and volume of fluid(VOF) surface capturing scheme(RANS-VOF).The numerical model has been validated using experimental data. The armor and core porosities have been used as calibration factors to ...

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本文編號：3954409