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S(ƒ)(m/s) 2 /Hz<br />

15 Simulation of Turbulence, Gusts and Wakes for Load Calculations 89<br />

1<br />

0.1<br />

0.01<br />

Meas. on blade<br />

Veers 1D<br />

Veers 1D (dir.)<br />

1 2 3<br />

Frequency ƒ (Hz)<br />

S(ƒ)(m/s) 2 /Hz<br />

0.01<br />

Fig. 15.1. Rotationally sampled turbulence spectra<br />

15.3 Constrained Gaussian Simulation<br />

1<br />

0.1<br />

Meas. on blade<br />

3D Simul.<br />

1 2 3<br />

Frequency ƒ (Hz)<br />

Special phenomena such as micro-bursts or weird gusts in complex terrain are<br />

not taken into account in the simulation described above. Here constrained<br />

simulation may be of value. Constrained for wind turbines has been created<br />

recently [1] and developed further and formulated differently by Risø.<br />

An example is shown in Fig. 15.2, where a wind increase of 10 m s −1 over<br />

20 m (corresponding to a time 20 m/U) in the center of the rotor plane is simulated.<br />

The field is random but is required to display the sudden velocity jump.<br />

It should be emphasized that the constrained simulation is still Gaussian and<br />

that incompressibility is still obeyed [6]. The three-dimensional second-order<br />

tensor behind the simulation is described in detail elsewhere [4].<br />

The flexibility of the method is tremendous, but it is not clear how to<br />

determine the shape and amplitude of the most critical gusts at a given site.<br />

15.4 Wakes<br />

Another important aspect of dynamic loads is wakes. Turbines in parks often<br />

experience large fluctuations in wind speed because an upwind turbine creates<br />

a meandering wake. Blades going in and out of this wake can, if the turbines<br />

are very close to each other, cause very large loads.<br />

15.4.1 Simulation<br />

We would like to construct simple models of the inflow to turbines in wakes<br />

able to produce wind fields suitable for dynamic load calculations.<br />

One such model is shown in Fig. 15.3 where the velocity deficit from eight<br />

turbines is advected passively by a large scale turbulent field. This field is<br />

simulated according to Mann (1998), but on a quite crude resolution. The<br />

wakes expand according to CFD calculation in essentially laminar flow.

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