Geoscience Reference
In-Depth Information
Fig. 6.4 Wind speed u
hn
(from u
hno
at the rear end of the wind park to the original undisturbed
wind speed further down to the left u
h0
) in the wake of an indefinitely broad wind park
Du
hn
Dt
¼
ju
z
Dz
2
ð
u
h0
u
hn
Þ¼
ju
zu
h0
Dz
2
ju
zu
hn
Dz
2
ð
6
:
29
Þ
This is a first order difference equation of the form:
Du
hn
Dt
þ
au
hn
¼
au
h0
ð
6
:
30
Þ
with a = ju
*
z/Dz
2
and the time-dependent solution:
u
hn
ð
t
Þ¼
u
h0
þ
C exp
a t
t
0
ð
ð
Þ
Þ
ð
6
:
31
Þ
The constant of integration C can be determined from the initial condition:
u
hn
ð
t
¼
t
0
Þ¼
u
hn0
¼
u
h0
þ
C
ð
6
:
32
Þ
Please note the difference between the undisturbed wind speed u
h0
at hub height
and the wind speed at hub height directly behind the wind park u
hn0
. Inserting
(
6.32
)in(
6.31
) yields:
u
hn
ð
t
Þ¼
u
h0
þ
u
hn0
u
h0
ð
Þ
exp
at
ð
Þ
ð
6
:
33
Þ
Dividing by u
h0
gives the ratio R
n
between the wind speed at hub height in the
wake to the undisturbed wind speed in the same height u
h0
:
R
n
¼
u
hn
ð
t
Þ
u
h0
exp
at
u
hn0
u
h0
¼
1
þ
1
ð
Þ
ð
6
:
34
Þ
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