Environmental Engineering Reference
In-Depth Information
4.2 Normal wind conditions and external wind conditions
Wind conditions are usually divided into two wind conditions: normal wind
conditions and extreme wind conditions. The former will occur frequently during
normal operation of a WT through its lifetime and very much related to fatigue,
while the latter will occur very rare after their defi nition of 1-year or 50-year
recurrence period and relate to ultimate loads.
4.3 Models of wind characteristics
Wind speed distribution, wind profi le (wind shear model), turbulence model,
extreme wind speed model, gust model and model of wind direction change are to
be used for calculations of loads.
5 D esign of SWTs
A wind turbine is designed to capture maximum energy from the wind and to ensure
the safety under any external and internal condition. Safety and performance are the
main technical requirements in the design procedure.
Design procedure is given in IEC 16400-2 to attain the engineering and techni-
cal requirements to ensure the safety of the structural, mechanical, electrical and
control systems.
5.1 Conceptual design
5.1.1 HAWT or VAWT
Wind turbines are classifi ed into two types: HAWT and VAWT. They have some
different technical features as shown in Table 3.
It is well known that lift-driven wind turbines have much higher performance
than drag-driven types from the aerodynamic theory.
Table 3: Technical features of HAWT and VAWT.
Item
HAWT
VAWT
Performance
Lift-driven and high
Lift-driven and high (Darrieus
rotor), drag-driven and low
(Savonius rotor)
Power/speed
control
Variable pitch control is
possible
Usually, variable pitch control
is not possible
Yaw control
Needed
Free from yaw control
Structural
arrangement
Nacelle is on the top of the
tower
All the components except
rotor are on the ground level
Support structure
Support structure like gay
Support structure like gay wire
wire will not induce vibration
may induce vibration
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