Civil Engineering Reference
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T012ug05
TS01HD60F01,
T012ug08
TS01HD60F01 ,
and
T012ug16
TS01HD60F01.
Because of the similar structure of effect on ocean, this analysis concentrates on
a single-point comparison. The chosen points mark the middle of the model area,
the wind farm itself, as well as areas of extreme changes due to the OWF. In sum,
11 positions at different levels, which are surface, 12 m (depth of the thermocline),
30 m (half of model depths), and 60 m (bottom), are included in this analysis. These
positions are pictured in Fig. 5.23 .
A single point analysis is chosen to accent discrepancies over the whole
OWF-affected area. Independent of wind speed velocity wake, dipole in surface
a
b
c
d
Fig. 5.23 (a) Positions of interest for analysis of different wind speed conditions chosen by
effect
s extreme (here clarified by gray contour lines of surface elevation in m ) x -position. P 0
points the OWF center, P + is 6 km, P
'
9 km easterly. Illustrations (b)-(c) show OWF
s effect
'
after 1 day of simulation by surface elevation
ζ
(b), velocity component u (c), and horizontal
velocity field (d) forced by ug
¼
5 m/s ( red ), ug
¼
8 m/s ( blue ), and ug
¼
16 m/s ( green ). Different
symbols stand for different depths:
58 m close to bottom.
COR gives correlation and RMSD the root mean square for corresponding values and depths
' '
surface,
+
12 m,
30 m, and
'
'
'◊'
'Δ'
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