Influence of Wave-Absorbing Chamber Width on the Wave Attenuation Performance of Perforated Caisson Sitting on Rubble-Mound Foundation

Figure 10

Horizontal wave forces acting on each part of the perforated caisson with irregular waves: black ○, numerical results of F_h1/F_h0; black ●, experimental results of F_h1/F_h0; black □, numerical results of F_h2/F_h0; black ■, experimental results of F_h2/F_h0; black △, numerical results of F_h3/F_h0; black ▲, experimental results of F_h3/F_h0.

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