Numerical Simulation of Solitary Wave Induced Flow Motion around a Permeable Submerged Breakwater

Figure 2

Transformation of a solitary wave travelling over a submerged breakwater with 𝑛=0.2 and 𝐷₅₀=0.05 m at different time levels: (a) 𝑡(𝑔/𝑑)^0.5=35, (b) 𝑡(𝑔/𝑑)^0.5=42, (c) 𝑡(𝑔/𝑑)^0.5=49, (d) 𝑡(𝑔/𝑑)^0.5=56, (e) 𝑡(𝑔/𝑑)^0.5=63, and (f) 𝑡(𝑔/𝑑)^0.5=70.