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R t ¼ R u ð c teff Þ
R u ð c s ; h Þ
ð 6 : 17 Þ
using R u (c s,h ) = u h0 /u 0 . Inserting for the exchange coefficient K m ( 6.9 ) and the
effective drag coefficient ( 6.15 )in( 6.7 ) yields:
c teff u h ¼ ju zu 0 u h
ð
Þ
ð 6 : 18 Þ
Dz/ m
The height z in ( 6.18 ) is essentially h ? Dz, so that the ratio z/Dz can be
approximated by a constant value:
z
Dz ¼ f h ; Dz
ð 6 : 19 Þ
The horizontal turbulence intensity I u at hub height h is defined by:
I u ¼ r u
u h
ð 6 : 20 Þ
The standard deviation of the horizontal wind speed can be parameterized using
the friction velocity u * :
r u ¼ 1
j u
ð 6 : 21 Þ
which yields the following relation between friction velocity, u * and turbulence
intensity, I u :
u ¼ jr u ¼ ju h I u
ð 6 : 22 Þ
Inserting of ( 6.19 ) and ( 6.22 )in( 6.18 ) yields finally:
c teff u h ¼ j 2 u h u 0 u h
f h ; Dz I u ¼ j 2 u h u 0
u 0 / m
f h ; Dz I u j 2 u h
/ m
ð
Þ
f h ; Dz I u
ð 6 : 23 Þ
/ m
Rearrangement leads to:
¼ u 0
c teff u h þ j 2 u h
/ m
c teff þ j 2
/ m
R u j 2
/ m
f h ; Dz I u ¼ u h
f h ; Dz I u
f h ; Dz I u
ð 6 : 24 Þ
and finally to an expression for the ratio ( 6.16 ):
j 2
/ m f h ; Dz I u
c teff þ j 2
R u ¼ u h
u 0
u h
R u u 0
f h ; Dz I u
f h ; Dz I u þ / j 2 c teff
¼
¼
¼
ð 6 : 25 Þ
/ m f h ; Dz I u
Thus, the ratio ( 6.17 ) between the wind speed at hub height inside the wind park
to the undisturbed wind speed upstream is:
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