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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 />
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