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86 MIKE 21 BW - © DHI
Figure 4.56 Circulation cell behind the detached breakwater for the case of regular,
unidirectional waves (upper panel) and irregular, directional waves
(lower panel). Computed time-averaged of the velocities beneath the
surface rollers. The time-averaging is performed for computational
points which always are wet, i.e. outside the swash zone

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