SOUTHERN BORROW SITE WAVE HEIGHT COMPARISON 
INCIDENT WAVE ANGLE: 7.5 deg 
INCIDENT WAVE PERIOD: 8.0 sec 
NE D:0) = 
e 
ORIGINAL BATHYMETRY: oe 
DREDGED BATHYMETRY: _______ = 
DREDGED DEPTH (ft): 10 = 
w 
Oo 
3.0 = 
8 -.0 = 
= 25 S 
ea 
oO 
rrr iS 
=x 
1.0 
lu 
> 
< o.5 
= 
c.0 52-0 
0.0 20.0 40.0 60.0 60.0 100.0 
CELL NUMBER 
SOUTHERN BORROW SITE WAVE ANGLE COMPARISON 10.0 
INCIDENT WAVE ANGLE: 7.5 deg 
INCIDENT WAVE PERIOD: 8.0 sec 
eo ene HS 0.0 
o 
Ww 
a 
ORIGINAL BATHYMETRY: w 
a 
DREDGED BATHYMETRY: _______ $ 
-10.0 < 
DREDGED DEPTH (ft): 10 Bs 
wi 
oOo 
= 390.0 2 
rea < 
a =x 
— 35.0 ° 
ee} -20.0 
— 
SO) 
2 
< 
200 
< 
= 30.0 
0.0 20.0 40.0 60.0 60.0 jw /aMer 
CELL NUMBER 
Figure 15. Change in wave properties at the nominal 3-m depth for 
waves refracting over the southern borrow site: (a) change in 
wave height, (b) change in wave direction 
46 
