Civil Engineering Reference
In-Depth Information
n
1
∑
V
=
V
(4-31)
avg
i
n
i
=
1
As seen earlier, for assessing the wind power, the rmc speed is what
matters. The rmc equivalent of the digital data logging is as follows:
n
1
∑
3
V
=
V
(4-32)
3
rmc
i
n
i
=
1
The above equation does not take into account the variation in the air mass
density, which is also a parameter (although of second order) in the wind
power density. Therefore, a better method of collecting the wind power data
is to digitize the yearly average power density as follows:
n
1
2
∑
3
P
=
1
ρ
⋅
V
(4-33)
rmc
i
i
n
i
=
where n
= number of observations in the averaging period
ρ
i
= air density (kg/m3), and
V
i
= wind speed (m/s) at the ith observation time.
4.6.7
Effect of Height
The wind shear at ground surface causes the the wind speed increase with
height in accordance with the expression
α
=⋅
h
h
2
V
2
(4-34)
1
1
where V
1
= wind speed measured at the reference height h
1
V
2
= wind speed estimated at height h
2
, and
α
= ground surface friction coefficient.
The friction coefficient is low for smooth terrain and high for rough ones
(
Figure 4-15
)
. The values of
The wind speed does not increase with height indefinitely. The data col-
lected at Merida airport in Mexico show that typically the wind speed
increases with height up to about 450 meter height, and then decreases
greater than that near the ground surface.
α