NORTHERN BORROW SITE WAVE HEIGHT COMPARISON 1.0 
INCIDENT WAVE ANGLE: 7.5 deg 
INCIDENT WAVE PERIOD: 8.0 sec 
og 2 
Fa 
eS 
2 
ORIGINAL BATHYMETRY: eo 
DREDGED BATHYMETRY: ~~ ~~ ~~~ z 
DREDGED DEPTH (ft): 6,10,20 5 
2 
< 
= -1.0 x 
= oO 
a 
=x 
So 
wi 
e5 
Ww 
> 
< 
= 
-2.0 
0.0 20.0 40.0 60.0 80.0 100.0 120.0 
CELL NUMBER 
NORTHERN BORROW SITE WAVE ANGLE COMPARISON 10.0 
INCIDENT WAVE ANGLE: 7.5 deg 
INCIDENT WAVE PERIOD: 8.0 sec 
0.0 
o 
lw 
a 
ORIGINAL BATHYMETRY: uw 
-! 
DREDGED BATHYMETRY: _______ = 
“10.0 < 
DREDGED DEPTH (ft): 6,10,20 
ire) 
2 oO 
2 
* < 
oO x 
= oO 
Wy -20.0 
_l 
Oo 
2 
< 
[te} 
> 
<x 
= 
-30.0 
0.0 20.0 40.0 60.0 60.0 100.0 12.0 
CELL NUMBER 
Figure 14. Change in wave properties at the nominal 3-m depth for 
waves refracting over the northern borrow site: (a) change in 
wave height, (b) change in wave direction 
45 
