Research Article
Influence of Wave-Absorbing Chamber Width on the Wave Attenuation Performance of Perforated Caisson Sitting on Rubble-Mound Foundation
Figure 14
Total horizontal wave force acting on the perforated caisson with irregular waves: black ○, Fh/Fh0 for hm = 0.10 m; black □, Fh/Fh0 for hm = 0.15 m; black △, Fh/Fh0 for hm = 0.20 m.
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