154 Computational Modelling in Hydraulic and Coastal Engineering
0.4
0.3
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–0.1
–0.2
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2500
Time × 10 –1 (s)
Free surface oscillation: midpoint of solution domain (m)
Figure 6.6 Time series of wave height at the centre point of the flow domain.
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0
–1
0
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80
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Figure 6.7 Free surface spatial distribution at time t = 2400 Δt.