
Reference Manual
114
MIKE 21 BW - © DHI
In most applications the profile of interest is relatively well defined. Hence, the
selection of the profile to be modelled reduces to deciding on the position and
type of the offshore boundary. Usually you would apply an internal wave gen-
eration boundary. A typical situation is schematised in Figure 5.6.
Figure 5.6
Selection of a coastal profile for use in MIKE 21 BW 1DH
The line on top of the 2D bathymetry plot indicates the location of the
extracted profile. It is noticed that the bathymetric profile includes depths
larger than zero, which means wave breaking and wave run-up have to be
included in this model setup. More information about this example can be
found in section 4.3.3 Torsminde barred beach.
As in 2D applications the minimum water depth in the model area defines the
grid spacing, as the minimum wave length is defined by the minimum water
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...