2 years ago

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Figure 4Velocity fields in the course of (a) wave interaction and (b) overtopping on impermeable sloping caisson breakwater.For Figures 3(a) and 3(b) in case of the impermeable vertical wall, as a consequence of the absence in the porous armor uni read more...

2 years ago

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Figure 4Velocity fields for the duration of (a) wave interaction and (b) overtopping on impermeable sloping caisson breakwater.For Figures 3(a) and 3(b) in case with the impermeable vertical wall, as a result of the absence of your porous armor un read more...