Examples
30 MIKE 21 BW - © DHI
Figure 4.4 Model results. The upper panel shows the instantaneous surface eleva-
tion and the lower panel the wave disturbance coefficient behind a fully
reflective breakwater
The model results are in good agreement with semi-analytical solutions to the
Helmholtz equation, see e.g. Shore Protection Manual (1984), see section
5.5.16.
List of data and parameter files
All data required for this example are included in the default installation:
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