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MIKE 21 BW - Detached Breakwater

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2DH Boussinesq Wave Module - Examples
79
List of data and parameter files
All data required for this example are included in the default installation:
Binary data files
Parameter files
4.2.8 Detached breakwater
Purpose of the example
In this example we shall consider wave transformation and wave-induced
currents around a detached breakwater parallel to the shoreline.
Comprehensive hydrodynamic measurements around a detached breakwa-
ter on a plane beach have recently been reported by Mory and Hamm (1997)
and Hamm et al (1995), see references in Sørensen et al (1998)
(1)
. This latter
paper also includes detailed comparisons between Boussinesq model results
and laboratory measurements.
The present example is considered as a prototype of the laboratory
experiments cited above by use of a Froude scaling of 1:40.
Model setup
The size of model area is 1200 m x 1200 m and the bathymetry is shown in
Figure 4.51. It consists of three sections: a 176 m wide horizontal section with
a water depth of 13.2 m, a plane sloping beach of 1:50 between the horizon-
Name: Bathymetry.dfs2
Description: Bathymetry data
Name: Sponge.dfs2
Description: Map of sponge coefficients
Name: Filter.dfs2
Description: Map of lowpass filter coefficients
Name: Tool Wave Generation line.21t
Description: PFS file generation of internal wave boundary data
Name: Setup Regular Waves.bw
Description: PFS file for setup of MIKE 21 BW run
Name: Anim Regular Waves with Roller.lyt
Description: PFS for 3D visualisation of the simulated surface elevation
using MIKE Animator Plus
1 A link to this paper is available from the MIKE 21 Documentation Index

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