Research Article
Influence of Wave-Absorbing Chamber Width on the Wave Attenuation Performance of Perforated Caisson Sitting on Rubble-Mound Foundation
Figure 12
Reflection coefficients for irregular waves: ○, numerical results for hm = 0.10 m; □, numerical results for hm = 0.15 m; △, numerical results for hm = 0.20 m.
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