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
for typical terrain classes are given in Table 4-3 .
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
( Figure 4-16 ) 1 . The wind speed at 450 meters height can be four to five times
greater than that near the ground surface.
α
 
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