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Final Report 4.1

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Operating conditions Power production<br />

DLC 1.3 – ULTIMATE<br />

Wind conditions Extreme turbulence model (ETM) , Vin < Vhub < Vout<br />

Sea conditions Normal sea state (NSS), normal current model (NCM), MSL<br />

Partial safety factor Normal (1.35)<br />

Description of simulations:<br />

Filename<br />

1.3aa_1-6<br />

Mean wind<br />

speed<br />

[m/s]<br />

Longit.<br />

turbulence<br />

intensity [%]<br />

Sig. wave<br />

height [m]<br />

Peak<br />

spectral<br />

period<br />

[s]<br />

Surface<br />

Currents<br />

[m/s]<br />

UPWIND<br />

Yaw error<br />

[deg]<br />

1.3ab_1-6 Vrated - 2 25.4<br />

1.75 5.71<br />

1.2<br />

0°<br />

1.3ac_1-6<br />

(10.0)<br />

+ 8°<br />

1.3ba_1-6<br />

22.3<br />

2.4<br />

1.3bb_1-6 Vrated<br />

0°<br />

(12.0)<br />

1.3bc_1-6 + 8°<br />

1.3ca_1-6<br />

1.3cb_1-6 Vrated + 2 20.1<br />

2.8<br />

6.07<br />

1.2<br />

0°<br />

1.3cc_1-6<br />

(14.0)<br />

+ 8°<br />

1.3da_1-6<br />

1.3db_1-6 Vout - 4 16.1<br />

4.4<br />

6.99<br />

1.2<br />

0°<br />

1.3dc_1-6<br />

(20.0)<br />

+ 8°<br />

1.3ea_1-6<br />

1.3eb_1-6 Vout<br />

0°<br />

(24.0)<br />

1.3ec_1-6 + 8°<br />

Comments<br />

14.6<br />

5.3<br />

� 3D, 3-component Kaimal turbulent wind field (10 minutes sample)<br />

� 6 bin-combinations for each wind speed bin<br />

� log. vertical shear with ground roughness length of 0.002m<br />

� ETM is site specific<br />

� NSS with irregular waves defined using Jonswap spectrum (peakness = 3.3)<br />

� NCM using near-surface current, decreasing linearly to the sea bed<br />

� extreme loads for each load case group (e.g. 1.3aa) are calculated as the mean of the maxima from<br />

each of the six seeds<br />

5.88<br />

7.8<br />

1.2<br />

1.2<br />

Page 137 of 146<br />

- 8°<br />

- 8°<br />

- 8°<br />

- 8°<br />

- 8°

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