
Examples
102
MIKE 21 BW - © DHI
(vertical motion) and +0.70 m (horizontal motion), which is due to the wave
setup, see Figure 4.69.
Finally, Figure 4.72 shows a 3D picture of the instantaneous surface elevation
inside the surf and swash zone.
Figure 4.72
Model results. 3D picture of the simulated instantaneous surface eleva-
tion
List of data and parameter files
All data required for this example are included in the default installation:
Binary data files
Parameter files
4.3.3
Torsminde barred beach
Purpose of the example
The purpose of this example is to illustrate how to model wave breaking in
case of irregular waves propagating over a natural barred beach profile. The
Name:
Sloping_Beach_Bathymetry.dfs1
Description:
Bathymetry
Name:
Sloping_Beach_sponge.dfs1
Description:
Sponge layer coefficients
Name:
Sloping_Beach_filter.dfs1
Description:
Filter layer coefficients
Name:
Sloping_Beach_BC.dfs0
Description:
Boundary conditions
Name:
Regular_waves.bw
Description:
Sloping beach with wave breaking and moving shoreline
Содержание 21 BW
Страница 1: ...MIKE 2017 MIKE 21 BW Boussinesq Waves Module User Guide...
Страница 2: ...2...
Страница 4: ...4 MIKE 21 BW DHI...
Страница 13: ...General Description 13 Figure 2 4 Simulation of wave penetration into Frederikshavn harbour Denmark...
Страница 16: ...Introduction 16 MIKE 21 BW DHI...
Страница 75: ...2DH Boussinesq Wave Module Examples 75 Figure 4 45 Visualisation 2D of instantaneous surface elevation...
Страница 185: ...Entries Arranged Alphabetically 185 Figure 5 58 Application of different time extrapolation factors...
Страница 190: ...Reference Manual 190 MIKE 21 BW DHI...
Страница 192: ...Scientific Documentation 192 MIKE 21 BW DHI...
Страница 193: ...193 INDEX...