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271<br />
Climate change impacts on extreme wind speeds<br />
S.C. Pryor 1,2 , R.J. Barthelmie 1,2 , N.E. Claussen 2 , N.M. Nielsen 2 , E. Kjellström 3 and M. Drews 4<br />
1 Indiana University, Bloomington, IN 47405 USA spryor@indiana.edu<br />
2 Risø DTU National Laboratory for Sustainable Energy, Roskilde, Denmark<br />
3<br />
Rossby Centre, SMHI, Norrköping, Sweden<br />
4 Danish Meteorological Institute, Copenhagen, Denmark<br />
1. Introduction and objectives<br />
Our objective is to quantify potential changes in extreme<br />
wind speeds across northern Europe under a variety of<br />
climate change scenarios. For wind energy applications we<br />
conform to the Wind Turbine design criteria, which define<br />
the suitable class of wind turbines based on the 50-year<br />
return period wind speed (U 50yr ). We determine extreme<br />
winds based on the Gumbel distribution so:<br />
−1<br />
⎡ ⎛ T ⎞⎤<br />
(1)<br />
U T = ln⎢ln⎜<br />
⎟⎥<br />
+ β<br />
α ⎣ ⎝ T −1⎠⎦<br />
U T wind speed for a given return period (T), and α and β are<br />
the distribution parameters.<br />
2. Methods<br />
Two downscaling tools are applied to AOGCM output to<br />
generate higher resolution realizations of surface winds from<br />
which we calculate the extreme wind speeds:<br />
1. Dynamically downscaled time series of grid-cell averaged<br />
wind speeds are used from two applications of Regional<br />
Climate Models (RCMs): (a) Simulations conducted using<br />
the Rossby Centre RCAO lateral boundary conditions from<br />
two General Circulation Models (ECHAM4/OPYC3 and<br />
HadAM3H) and two emission scenarios (SRES A2 and B2)<br />
(Pryor et al. 2005). (b) Simulations conducted using the<br />
HIRHAM RCM and lateral boundary conditions from<br />
ECHAM5/MPI-OM for the A1B SRES. Simulated time<br />
series of annual maximum wind speeds are used to compute<br />
U 50yr using the method of moments to determine α and β:<br />
ln 2<br />
(2)<br />
α =<br />
max<br />
2b1<br />
−U<br />
γ<br />
β = max<br />
(3)<br />
U −<br />
α<br />
1 n i −1<br />
(4)<br />
max<br />
b1<br />
= ∑ Ui<br />
n i=<br />
1n<br />
− 1<br />
The uncertainty on U T is given by:<br />
2<br />
(5)<br />
π 1+<br />
1.14kT<br />
+ 1.10kT<br />
σ ( UT<br />
) = α 6n<br />
Where n is the sample size, the frequency factor (k T ) is:<br />
6 ⎛ ⎡<br />
⎞<br />
⎜<br />
⎛ T ⎞⎤<br />
(6)<br />
k T = − ln − ⎟<br />
⎢ln⎜<br />
⎟⎥<br />
γ<br />
π ⎝ ⎣ ⎝ T −1⎠⎦<br />
⎠<br />
Where γ = Euler’s constant (0.577216)<br />
Assuming a Gaussian distribution of U T , then 95% of all<br />
realizations will lie with ±1.96σ of the mean, and thus σ can<br />
be used to provide 95% confidence intervals on the<br />
estimates of extreme winds with any return period.<br />
2. Empirical downscaling is used to develop site specific<br />
estimates of extreme wind speeds using output from eight<br />
AOGCMs; BCCR-BCM2.0, CGCM3.1, CNRM-CM3,<br />
ECHAM5/MPI-OM, GFDL-CM2.0, GISS-<br />
ModelE20/Russell, IPSL-CM4, and MRI-CGCM2.3.2.<br />
AOGCM output for two historical periods (1982-2000 and<br />
1961-1990) are taken from climate simulations of the<br />
twentieth century. AOGCM output for 2046-2065 and<br />
2081-2100 are from simulations conducted using the A2<br />
SRES. Wind speed observations (1982-2000) at 10-m for<br />
43 stations used to condition the transfer functions are as<br />
in Pryor et al. (2006). This empirical downscaling<br />
technique develops a probability distribution of wind<br />
speeds during a specific time window rather than a time<br />
series of wind speeds. Thus the downscaled parameters are<br />
the scale (A) and shape (k) of the Weibull distribution:<br />
⎡ k ⎤<br />
(7)<br />
⎛ U ⎞<br />
P(<br />
U ) = 1−<br />
exp⎢−<br />
⎜ ⎟ ⎥<br />
⎢<br />
⎣<br />
⎝ A ⎠ ⎥<br />
⎦<br />
This approach is advantageous in the current context<br />
because it avoids a focus on mean conditions,<br />
underestimation of variance, and difficulties associated<br />
with reproducing the time structure of wind speeds.<br />
Downscaled Weibull A and k for each time period,<br />
AOGCM and station are used to compute U 50yr using eq.<br />
(1) and:<br />
⎛<br />
( )<br />
⎟ ⎞<br />
=<br />
k ⎜<br />
− n<br />
1<br />
(8)<br />
1<br />
α ln( ) k<br />
A ⎝ ⎠<br />
1/<br />
β = A( ln( n)<br />
) k<br />
(9)<br />
Where n is the number of independent observations<br />
For the 8 AOGCMs presented and the 43 stations, the<br />
range of downscaled U 50yr for 1961-1990 lie within ±4%<br />
of the mean U 50yr and 95% lie within ±2%, so the<br />
downscaling results for extreme winds from the Weibull A<br />
and k parameters are relatively consistent for the historical<br />
period. Estimates from the future time periods are defined<br />
as being different from the historical period (1961-1990) if<br />
they lie beyond the 95% confidence intervals derived<br />
based on propagation of the uncertainty in A and k.<br />
3. Dynamically downscaled extreme wind<br />
speeds<br />
RCAO simulations for the end of the C21st conducted<br />
using boundary conditions from HadAM3 imply little<br />
change in U 50yr (Table 1). Estimated U 50yr for the future<br />
period (and both SRES) generally lie within the 95%<br />
confidence intervals derived for the control period<br />
simulations (O(4-15%) of the U 50yr in 1961-1990). This is<br />
also the case for simulations conducted using lateral<br />
boundary conditions from ECHAM4/OPYC3, although in<br />
those simulations U 50yr for the future period under either<br />
SRES show increases particularly in the southwest of the<br />
study domain (Figure 1). The choice of SRES appears to<br />
have little influence on the d(U 50yr ) in either set of runs.<br />
Table 1. Fraction of grid cells (in %) that exhibit a<br />
significant increase, decrease or no change for the 4 future<br />
simulations (2071-2100) relative to 1961-1990.<br />
Declines No change Increases<br />
ECHAM4: A2 0.1 73.2 26.7<br />
ECHAM4: B2 0.1 72.9 27.0<br />
HadAM3: A2 6.0 90.1 3.9<br />
HadAM3: B2 1.8 95.8 2.4