ERDC/CHL CHETN-II-45
March 2002
1.5
Model=Predicted
dA
SH
A
1.0
0.5
RMSE-dA=0.114
RMSE-SH=0.092
RMSE-A=0.055
0.0
0.0
0.5
1.0
1.5
Kt Model Results
Figure 8. Transmission coefficient predictions and 3-D physical model data
1.1
A
SH
Constant Kt
1.0
0.9
0.8
0.7
0
1
2
3
4
5
6
Wave Height (m)
Figure 9. Transmission coefficient versus wave height, constant water level
appears that the Grays Harbor spur design is outside the applicable range of the Seabrook and
Hall equation for certain environmental conditions.
10
Previous Page
