MIKE 21 BW - Page 195

Index
195
Instabilities . . . . . . . . . . . . . . 181
Internal wave generation . . . . . . . 127
Irregular waves . . . . . . . . . . . . 131
J
JONSWAP spectrum . . . . . 33, 37, 103
K
Kurtosis . . . . . . . . . . . . . . . . 161
L
Laminar . . . . . . . . . . . . . . . . 143
Large gradients . . . . . . . . . . . . 120
Linear dispersion factor . . . . . . . . 119
Linear dispersion relation . . . . . . . 182
Long periodic waves . . . . . . . . . 133
Lowest astronomical tide (LAT) . . . . 124
M
Manning number . . . . . . . . . 133, 134
Maximum surface elevation . . . . . . 160
Maximum wave height . . . . . . . . 160
Mean flux, P . . . . . . . . . . . . . . 161
Mean flux, Q . . . . . . . . . . . . . . 161
Mean roller thickness . . . . . . . . . 161
Mean sea level (MSL) . . . . . . . . . 124
Mean surface elevation . . . . . . . . 160
Mean velocity, u0 . . . . . . . . . . . 161
Mean velocity, v0 . . . . . . . . . . . 161
Mesh generation . . . . . . . . . . . 182
MIKE 21 BW Model Setup Planner 115
, 116
MIKE 21 Toolbox . . . . . . . . . . . 145
Minimum surface elevation . . . . . . 160
Minimum wave period . . . . . . . . . 183
Mixed interpolation . . . . . . . . . . 110
Mixing processes . . . . . . . . . . . 135
Model area . . . . . . . . . . . . . . 112
Model regular . . . . . . . . . . . . . 131
Moving shoreline . . . . . . . . . . . 139
Moving shoreline parameteres . . . . 152
Moving shoreline parameters . . . . . 167
N
Natural barred beach . . . . . . . . . 102
Natural frequencies . . . . . . . . . . . 12
Near-resonant triad interactions . . . . . 10
Non-Darcy flow . . . . . . . . . . . . 143
Non-Gaussian characteristics . . . . . 162
Normal incident irregular waves . . . . 131
Numerical damping . . . . . . . . . . . 184
Numerical dissipation . . . . . . . . . . 120
Numerical instabilities . . . . . . . . . . 140
Numerical instability . . . . . . . . . . . 117
Numerical wave flume . . . . . . . 26
, 94
O
Oblique incident irregular waves . . . . 131
Oblique waves . . . . . . . . . . . . . 129
Obliquely incident
unidirectional waves . . . . . . . . . . 35
One generation line . . . . . . . . . . . 128
Open boundary . . . . . . . . . . . . . 125
Open pile-type quay . . . . . . . . . . 145
Option parameters . . . . . . . . . . . 186
Output parameters . . . . . . . . . . . 152
P
Partial reflection . . . . . . . . . . .94, 143
Permeable beach . . . . . . . . . . . . 139
Phase-averaged parameters . . . 152
, 158
Plunging . . . . . . . . . . . . . . . . . 139
Porosity and partial reflection . . . . . . 188
Porosity layers . . . . . . . . . . . . . 141
Porosity map . . . . . . . . . . . . . . 145
Porous media . . . . . . . . . . . . . . 143
Pressure distribution . . . . . . . . . . . 9
Progress Visualization . . . . . . . . . 170
Q
Quadratic upwinding . . . . . . . . . . 120
Quasi-steady state . . . . . . . . . . . 166
R
RAM requirements . . . . . . . . . . . 181
References . . . . . . . . . . . . . . . 186
Roller celerity factor . . . . . . . . . . . 137
Roller form factor . . . . . . . . . . . . 137
Rønne harbour . . . . . . . . . . . . . 31
S
Seiching . . . . . . . . . . . . . . . . . 133
Selecting a coastal profile . . . . . . . . 113
Selecting the grid spacing . . . . . . . 115
Semi-enclosed harbours . . . . . . . . 113
Set-up of internal generation lines . . . 128
Shift of reference level . . . . . . . . . 124
Shifting the reference level . . . . . . . 125
Ship-generated waves . . . . . . . . . 12