Research Article
Influence of Wave-Absorbing Chamber Width on the Wave Attenuation Performance of Perforated Caisson Sitting on Rubble-Mound Foundation
Figure 13
Horizontal wave forces acting on each part of a perforated caisson for irregular waves: red ○, Fh1/Fh0 for hm = 0.10 m; blue ○, Fh1/Fh0 for hm = 0.15 m; black ○, Fh1/Fh0 for hm = 0.20 m; red □, Fh2/Fh0 for hm = 0.10 m; blue □, Fh2/Fh0 for hm = 0.15 m; black □, Fh2/Fh0 for hm = 0.20 m; red △, Fh3/Fh0 for hm = 0.10 m; blue △, Fh3/Fh0 for hm = 0.15 m; black △, Fh3/Fh0 for hm = 0.20 m.
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