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www.ecn.nl COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS Johan Peeringa and Erik Korterink EWEC 2009, 18 March 2009, Marseille

COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

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COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS. Johan Peeringa and Erik Korterink EWEC 2009, 18 March 2009, Marseille. Content. We@Sea project on extreme load extrapolation ECN Wind turbine Test site Wieringermeer (EWTW) Extreme load statistics - PowerPoint PPT Presentation

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Page 1: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

www.ecn.nl

COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Johan Peeringa and Erik KorterinkEWEC 2009, 18 March 2009, Marseille

Page 2: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Content

1. We@Sea project on extreme load extrapolation

2. ECN Wind turbine Test site Wieringermeer (EWTW)

3. Extreme load statistics

4. Results of measured free stream extreme loads

5. Calculation of loads in wake conditions

6. Comparison of measured and calculated extreme loads

7. Conclusions

Page 3: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Project

• Aim is validation of extreme value models by comparing extreme loads based on measurements and calculations.

Page 4: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

‑ Research turbines numbered from 5 (most Westerly) to 9 (most Easterly)

‑ Wind farm line: 95-275 degrees

‑ MM3 at 3.5 D and 315 degrees from turbine 5

‑ MM3 at 2.5D and 31 degrees from turbine 6

-2000

-1000

0

1000

2000

-2000 -1000 0 1000 2000

Research turb

NM52

Meteo mast

Proto types

Single WEC

Meteo mast 3

Meteo mast 2 Meteo mast 1

1 km

Page 5: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Statistical model

TVTVfTVLFLFTV

termshorttermlong dd),(),|(1,

turbwindenv v)tvtv |f(*)f(),f(

The long-term response distribution is the integration of the short-term response distribution, conditional on the wind speed (and turbulence), over all wind speeds.

Page 6: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Method and distributions

• L-moment http://www.research.ibm.com/people/h/hosking/lmoments.html

• Generalized Extreme Value (GEV)

• Gumbel

• Lognormal

• Weibull

Page 7: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Free stream measured loads u= 15.5 m/s & t =1.75 m/s

1n

i }ixPr{X)iF(x

Page 8: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Free stream loads for different number of measurements used

60.1F(x(i))1)ixPr(X e

n GEV Gumbel lognormal Weibull Weibull (mom)

150 117% 158% 128% 123% 120%

100 115% 159% 125% 121% 119%

75 113% 160% 123% 120% 118%

50 113% 159% 122% 119% 117%

35 115% 159% 126% 120% 118%

20 112% 162% 122% 118% 118%

10 114% 176% 125% 124% 120%

Page 9: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Calculation of wake conditions

1. ECNWakeFarm

2. SWIFTwake

3. PHATAS

Page 10: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Comparison of empirical load distributions

Page 11: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Free stream condition

GEV Gumbel lognormal Weibul weibull (mom)

measured 115% 159% 126% 120% 118%

calculated 109% 129% 117% 108% 110%

Page 12: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Partial wake condition

GEV Gumbel lognormal Weibul weibull (mom)

measured 110% 154% 117% 115% 114%

calculated 254% 151% 200% 147% 129%

Page 13: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Full stream condition

GEV Gumbel lognormal Weibul weibull (mom)

measured 128% 158% 139% 129% 128%

calculated 109% 130% 116% 111% 110%

Page 14: COMPARISON OF EXTREME LOAD EXTRAPOLATIONS USING MEASURED AND CALCULATED LOADS

Conclusions

• For free stream measured loads the GEV, lognormal and Weibull distribution show good agreement with the empirical distribution.

• For the free stream measured loads 50 measurements are sufficient for the estimation of the distribution parameters.

• Calculated extreme flat blade root bending moments are smaller than the measured ones for all conditions at 15.5 m/s.

• Calculation methods for wake conditions should be improved.