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Some concept of Wind Engineering are Aeroelastic Effects, Along-Wind Dynamic Response, Antennas and Open-Frame Structures, Atmospheric Boundary Layers and Turbulence, Atmospheric Boundary, Basic Bluff-Body Aerodynamics. Main points of this lecture are: Atmospheric Boundary, Layers and Turbulence, Atmospheric Boundary, Levels Recorded, Synoptic Gale, Speed Variation, Speed With Height, Height Level, Fluctuations, Lower Frequencies
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0
5
10
15
20
25
30
35
0 1 2 3 4 5 Time (minutes)
Wind speed (m/s)
153 metres 64 metres 12 metres
Wind speeds from 3 different levels recorded from a synoptic gale
0 - surface shear stress a - air density
a 0
z
u constant. dz
dU
U ( 1 / k ). u log e z constant
integrating w.r.t. z :
u = friction velocity = ( 0 /a)
logarithmic law - only valid for z >zo and z < about 100 m
e^2 o
e 1 o 2
1 log z /z
log z /z U(z )
U(z )
e^2 h o
e 1 h o 2
1 log (z z )/z
log (z z )/z U(z )
U(z )
Non-dimensional surface shear stress :
from logarithmic law :
2 10
2 2 10
0
o
10 e z
log k
u U
2
log
o
e (^) z
k
z U z U
0
20
40
60
80
100
0.0 0.5 1.0 1.
Height, z (m)
Logarithmic law Power law
Assume g = 9.81 m/s^2 ; a = 0.0144 (Garratt) ; k =0.
Applicable to non-hurricane conditions
U 10 (m/s) Roughness Length (mm )
10 0.
15 0.
20 1.
25 2.
30 3.
Rossby Number :
g
U
u C (^) g
o
g fz
Ro
Log law Lettau Lettau Log law
Can be used to determine wind speed near ground level over different terrains :
Exmouth
EXMOUTH GULF
North West Cape US Navy antennas
100 km
10
100
1000
0.0 1.0 2. U(z)/U(10)
Height z, (m)
log ( 10 / 0. 3 )
log ( / 0. 3 ) U (^) z U 10 e
e^ z for z < 100 m
Uz =U 100 for z 100 m
Model of Oseguera and Bowles (stationary downburst) :
R = 1000 m r/R = 1. z*^ = 200 metres = 30 metres = 0.25 (1/sec) 0
200
400
600
0 20 40 60 Wind speed (m/s)
Height (m)
r/R = 1.
Add component constant with height (moving downburst) :
R = 1000 m r/R = 1. z*^ = 60 metres = 50 metres = 1.3 (1/sec) 0
200
400
600
0 20 40 60 80 100 Wind speed (m/s)
Height (m)
Uconst = 35 m/s