
2DH Boussinesq Wave Module - Examples
85
Figure 4.55
Visualisation (3D) of instantaneous surface elevation and the surface
rollers. The image (and animation) is created in MIKE Animator Plus.
Upper panel: regular unidirectional waves, lower panel: irregular direc-
tional waves
By comparing Figure 4.56 with the measurements reported in Sørensen et al
(1998, figure 15 p 169) it is seen that the computed eddy structure agrees
quite well with the measured structure with respect to the location of eddy, the
size of the quiescent area in the centre of the eddy and the maximum speed.
As reported in Sørensen et al (1998) the main discrepancy is in the area out-
side the lee of the breakwater. The model results show that the strong jet
along the wall of the breakwater is only slowly disintegrated and bent towards
the shoreline, while in the experiment, the jet is bent very strongly at the tip of
the breakwater.
Summary of Contents for 21 BW
Page 1: ...MIKE 2017 MIKE 21 BW Boussinesq Waves Module User Guide...
Page 2: ...2...
Page 4: ...4 MIKE 21 BW DHI...
Page 16: ...Introduction 16 MIKE 21 BW DHI...
Page 190: ...Reference Manual 190 MIKE 21 BW DHI...
Page 192: ...Scientific Documentation 192 MIKE 21 BW DHI...
Page 193: ...193 INDEX...