nikolaos stefanatos laboratory for wt testing (lwtt) ewec 2006- athens verification of power...
TRANSCRIPT
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
VERIFICATION OF POWER PERFORMANCE OF ACTIVE POWER CONTROL
WIND TURBINES IN COMPLEX TERRAIN
N. Stefanatos, F. Mouzakis, E. Binopoulos, F. Kokkalidis, P. Papadopoulos
Centre for Renewable Energy Sources (CRES) Wind Energy Department
Laboratory for Wind Turbine Testing (LWTT)
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
Share the experience – respect confidentiality
Verification of power performance in complex terrain
•The Laboratory for Wind Turbine Testing (LWTT) of CRES is a Testing Laboratory accredited by DAP GmbH according to ISO/IEC 17025 for wind turbine power performance measurements (and others).
•Numerous verifications of power curve in complex terrain sites have been successfully completed by CRES-LWTT
•Valuable experience gathered, but is commercially confidential
•Lets talk Confidential:
No site names
No wind turbine types
Non-dimensional results
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
Method-Standards applied
•IEC 61400-12:1998
•MEASNET Power Performance Procedure Ver. 3/2000
•IEC 61400-12-1:2005 requirements regarding instrumentation properties and positioning fulfilled
•Additional features
Shear profiles measured at reference mast and at wind turbine position
Verification of power performance in complex terrain
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
CASE P1
-Pitch controlled
-Fairly complex (terrain inclination typical 10%)
-Only site calibration and shear results available
CASE P2 •Pitch controlled •Semi-flat terrain (terrain inclination typical 4%)•Power curve measurement campaign complete
Overview of Cases studied (no photos, sorry..)
Verification of power performance in complex terrain
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
Overview of Cases studied (no photos, sorry..)
Verification of power performance in complex terrain
- CASE P3 •Pitch controlled •Very complex terrain (terrain inclination typical 20% and higher)•Power curve measurement campaign complete
CASE S6 •Stall controlled •Extreme complex terrain (terrain inclination typical 40%)•Velocity ratios direction and velocity sensitive•Power curve measurement campaign complete
•5 STALL CONTROL CASES Summary results from 5 older stall controlled cases also included
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
-10 0 10 20 30W in d d ire ctio n (d e g ) - re f.
0 .95
1
1.05
1.1
1.15
1.2
1.25
Vw
t/Vre
f
4 -16 m /s
4 to 8 m /sec
8 to 16 m /sec
Verification of power performance in complex terrain
Know your site (1) : Velocity ratios
CASE P1Fairly complex terrain case
(10% inclination)
Limited dependence of velocity ratios to mean wind speed
CASE S6Extreme complex terrain case
(40% inclination)
Strong dependence of velocity ratios to mean wind speed
320 330 340 350 360D ire ctio n (d e g )
0.95
1.00
1.05
1.10
1.15
1.20
1.25
Vw
t/Ure
f
4 to 8 m /s
8 to 16 m /s
4 to 16 m /s
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
Know your site (2) : Turbulence
0 4 8 12 16 20V (m /se c)
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
Tu
rbu
len
ce in
ten
sity
P 1, fa irly com plex
P2, sem i-fla t
S6, extrem e com plex
Verification of power performance in complex terrain
Mean Turbulence levels in complex
terrain sites may vary significantly
(eg. from 7% to 20%)
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
0.7 0.8 0.9 1 1.1V /V o
0
0.2
0.4
0.6
0.8
1
1.2
1.4
Z/Z
o
C ase P1
C ase P2
C ase P3
C ase S6
R EF-m ast (4-16 m /s)
0.7 0.8 0.9 1 1.1V /V o
0
0.2
0.4
0.6
0.8
1
1.2
1.4
Z/Z
o
C ase P3
C ase S6
W T-m ast (4-16 m /s)
Verification of power performance in complex terrain
Know your site (3) : Shear
Shear ratio from 0.80 to 0.92
Inverse shear at w/t position for one case
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
Verification of power performance in complex terrain
Case P2 – Semi flat
Terrain inclination: 4%Velocity ratio :1.01
ΔΑΕP=-0.45%
Case P3 – Very complex
Terrain inclination: 20%Velocity ratio: 1.17
ΔΑΕP=1.78 %
Results (1) : The good, the perfect and…
-0.2
0
0.2
0.4
0.6
0.8
1
1.2
0 0.5 1 1.5 2
V /Vnom
P /P
no
m
Measured
Warranted
-0.2
0
0.2
0.4
0.6
0.8
1
1.2
0 0.5 1 1.5 2
V/Vnom
P /P
no
m
Measured
Warranted
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
Verification of power performance in complex terrain
Case S6 – Stall, extreme complex
Deviations
Velocity dependent site calibration factors
Working sector extended to NON-MEASNET complete direction bins to gain high wind speed bins
Warranted power curve not measured (optimised for site specific air density and wind speed annual distribution)
Terrain inclination: up to 40%Velocity ratio:1.03
ΔΑΕP= - 10.9%
Results (2) : … and the stall controlled
-0.2
0
0.2
0.4
0.6
0.8
1
1.2
0 0.5 1 1.5 2
V /Vnom
P /P
no
m
Measured
Warranted
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
Verification of site calibration – Case S6 -ExtremeConventional site calibration Velocity-dependent s.c
Verification of power performance in complex terrain
0.0 0.4 0.8 1.2 1.6 2.0V/Vn o m
0.0
0.4
0.8
1.2
P/P
no
m
Com bined power curve
North sector (345-15deg)
South sector (155-177deg)
0.0 0.4 0.8 1.2 1.6 2.0V/Vn o m
0.0
0.4
0.8
1.2
P/P
nom
Com bined power curve
North sector (345-15deg)
South sector (155-177deg)
Direction sensitive power curve
Verification failed
No direction effect on power curve
Verification successful
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
Verification of power performance in complex terrain
Effect of mast base altitude height difference on velocity
ratio
Small AEP deviation regardless of the Velocity ratio
(for 5 stall cases also)
y = 6.0011x - 3.0298
R2 = 0.0113
-30
-20
-10
0
10
20
30
40
0.95 1 1.05 1.1 1.15 1.2
VR mean
AB
S (
ΔA
EP
), %
Results 3 – Sensitivity analysis (or “stall control can be OK too…)
y = 0.1772x + 1.0002
R2 = 0.5971
0.85
0.9
0.95
1
1.05
1.1
1.15
1.2
-0.20 0.00 0.20 0.40 0.60 0.80
Altitude difference/Diameter
VR
mea
n
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
Verification of power performance in complex terrain
Turbulence intensity : Limited effect
Mast distance : No effect (within the IEC limits)
y = -1.5443x + 7.6198
R2 = 0.0537
-30
-20
-10
0
10
20
30
40
1.50 2.00 2.50 3.00 3.50 4.00
Mast distance/DiameterA
BS
(Δ
AE
P),
%
y = 67.798x - 4.1857
R2 = 0.1784
-30
-20
-10
0
10
20
30
40
0.05 0.07 0.09 0.11 0.13 0.15
TI
AB
S (
ΔA
EP
), %
Results 4 – Sensitivity analysis (or “stall control can be OK too…)
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
Lets get dimensional again
Assume
10 MW wind farm
8 m/s Annual mean wind speed
kWh price : 0.075 EUROs
10% less AEP
Income lost per year: 200 kEUROs
(many times the cost of a power curve verification campaign…)
Verification of power performance in complex terrain
Terrain inclination: up to 40%Velocity ratio:1.03
ΔΑΕP= - 10.9%
-0.2
0
0.2
0.4
0.6
0.8
1
1.2
0 0.5 1 1.5 2
V /Vnom
P /P
no
m
Measured
Warranted
EWEC 2006- Athens Nikolaos StefanatosLaboratory for WT Testing (LWTT)
Wide variety of flow conditions in complex terrain – not always bad
Current methods adequate to give reliable results even in difficult
cases
Extreme cases do exist and require additional attention
Verification and cross-check procedures very important
“A power curve verification campaign may prove to be
a very good investment”
Verification of power performance in complex terrain
Conclusions