146 Computational Modelling in Hydraulic and Coastal Engineering
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2 0
2 0
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Number of spatial steps × 2 (m)
(m 2
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(h-rms) 2 (m 2 )
Time = nt*Dt (s)
Location of submerged breakwater
Figure 6.4 Submerged breakwater effects on the root-mean-square wave height.
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Number of spatial steps × 2 (m)
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Time = nt*Dt (s)
Submerged breakwater
Wave height (m)
Figure 6.3 Partial wave reflection and absorption by a submerged breakwater.
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