Comparison of Projections to
Actual Performance in the
DOE-EPRI Wind Turbine
Verification Program
August 2000 NREL/CP-500-28608
H. Rhoads, J. VandenBosche, T. McCoy, and
A. Compton
Global Energy Concepts, LLC
Brian Smith
National Renewable Energy Laboratory
Presented at the American Wind Energy Associations
WindPower 2000
Palm Springs, California
April 30May 5, 2000
National Renewable Energy Laboratory
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1
COMPARISON OF PROJECTIONS TO ACTUAL PERFORMANCE
IN THE DOE-EPRI WIND TURBINE VERIFICATION PROGRAM
Heather Rhoads, John VandenBosche, Tim McCoy and Alex Compton
Global Energy Concepts, LLC
5729 Lakeview Dr. NE, Suite 100
Kirkland, WA 98033 USA
425-822-9008
gec@globalenergyconcepts.com
Brian Smith
National Renewable Energy Laboratory
1617 Cole Boulevard
Golden, CO 80401-3393 USA
303-384-6911
Brian_Smith@nrel.gov
Abstract
As part of the U.S. Department of Energy/Electric Power Research Institute (DOE-EPRI) Wind Turbine
Verification Program (TVP), Global Energy Concepts (GEC) worked with participating utilities to
develop a set of performance projections for their projects based on historical site atmospheric conditions,
turbine performance data, operation and maintenance (O&M) strategies, and assumptions about various
energy losses. After a preliminary operation period at each project, GEC compared the actual
performance to projections and evaluated the accuracy of the data and assumptions that formed the
performance projections.
This paper presents a comparison of 1999 power output, turbine availability, and other performance
characteristics to the projections for TVP projects in Texas, Vermont, Iowa, Nebraska, Wisconsin, and
Alaska. Factors that were overestimated or underestimated are quantified. Actual wind speeds are
compared to projections based on long-term historical measurements. Turbine power curve
measurements are compared with data provided by the manufacturers, and loss assumptions are evaluated
for accuracy. Overall, the projects performed well, particularly new commercial turbines in the first few
years of operation. However, some sites experienced below average wind resources and greater than
expected losses. The TVP project owners successfully developed and constructed wind power plants that
are now in full commercial operation, serving a total of approximately 12,000 households.
Introduction and Background
The U.S. DOE and EPRI began the TVP in 1992 to evaluate prototype advanced wind turbines and to
provide a bridge from development programs to commercial purchases. The TVP is intended to help
utilities learn about wind power through first-hand experience, and to build, test, and operate enough new
wind turbines to gain statistically significant performance data. Other TVP objectives include verifying
the performance, reliability, maintainability, and cost of new wind turbine designs and system
components in commercial utility environments; and providing other utilities and stakeholders with
information about wind technology, the project development process, and the operation of wind power
plants from the perspective of utility owners and operators.
2
EPRI and DOE selected TVP projects based on site and wind resource documentation, geographic and
climatic diversity among selected hosts, evidence of intent to include wind power as a generation
resource, the relevance of the project to the future use of wind power, and prospects for sufficient funding
to achieve project implementation. Figure 1 shows the turbine configurations and approximate locations
of all seven TVP projects, ranging from 0.66 megawatts (MW) at Kotzebue to 34.32 MW at Big Spring.
Figure 2 shows a timeline of the projects operation and TVP reporting periods. With a total installed
capacity of 51.98 MW and expected energy of nearly 168.1 million kilowatt hours (kWh) per year, the
seven TVP projects together serve approximately 12,000 households.
Figure 1. Locations and descriptions of DOE-EPRI wind turbine verification projects
This paper presents turbine production at the seven TVP projects during 1999 compared to historical
performance, when possible, and the long-term projected annual output. It also describes the
methodology GEC used to develop the projections and loss assumptions. Key factors affecting
performance, including the sites wind resources, the turbines power curves, and the projects availability
and other energy losses, are examined, and lessons learned are summarized.
Results
Between January and December 1999, the seven TVP projects together produced a total of more than
120.3 million kWh of electricity, which represents a 28.6% capacity factor based on a combined annual
average 48.03 MW of installed capacity.1 The overall calculated TVP system availability, which takes
into account all downtime, averaged 91.3% across all projects on a per-turbine basis during 1999.2
Annual project capacity factors ranged from 10.6% at Kotzebue to 33.9% at Algona; 1999 TVP project
availability ranged from 82.8% at Fort Davis to 96.5% at Big Spring.
TVP Map 4 - 00
Kotzebue, AK
Kotzebue Electric Assn.
0.66 MW
10 AOC 15/50 66 kW
Springview, NE
NPPD/KBR RPPD *
1.5 MW
2 Zond Z - 50 750 kW
Algona, IA
CFU / AMU *
2.25 MW
3 Zond Z - 50 750 kW
Glenmore, WI
Wisconsin PS *
1.2 MW
2 Tacke 6 00e 600 kW
Searsburg, VT
Green Mtn. Power
6.05 MW
11 Zond Z - 40 FS
550 kW
Initial TVP Projects
TVP III Projects
Associate TVP Projects
* Consortium of Utility Owners
Big Spring, TX
York / TXU Electric & Gas
34.32 MW
42 Vestas V47 660 kW
4 Vestas V66 1.65 MW
Fort Davis, TX
Central & South West
6.0 MW
12 Zond Z - 40A 500 kW
3
Figure 2. Timeline of TVP projects installation, operation, and reporting periods
Figures 3 through 5 compare 1999 production to the long-term projection for each TVP project using
three different performance measures. Although the Searsburg Z-40FS turbines produced the greatest
surplus over the prediction, the Z-50s at Algona produced the highest output per turbine among all of the
TVP projects during the 12-month period. A primary reason for lower than predicted production at
Kotzebue, Glenmore, and Big Spring during 1999 was the substantially lower wind energy available
compared to expectations based on long-term wind resource measurements. Lower than expected turbine
availability also decreased production at Fort Davis, Glenmore, and Springview.
Figure 3. Long-term projected turbine output achieved in 1999
Sp rin gview ,
Nebraska
B ig S pring ,
T exas
Ft. D av is ,
T exas
Searsburg ,
Verm ont
K otzeb ue,
Alaska
2000 2001
G lenm ore ,
Wiscons in
Alg ona ,
Iow a
19991995 1996 1997 1998
Phase 1
Phases 2 & 3
V47s
V66s
T urbines O nline
Commercial O pe ration
T VP R eporting Pe riod
0
500
1,000
1,500
2,000
2,500
Ft. Davis
Z-40A
Searsburg
Z-40FS
Kotzebue
Phase 1
AOC 15/50
Glenm ore
Tacke 600e
(46 m )
A lgona Z-
50
Springview*
Z-50
B ig Spring
V47 & V66
* Springview was released for full operation in late Jan-99
M
W
h
/ T
ur
bi
ne
1999 Actual Turbine Output
Projected Output
95%
116%
68%
94%
88% 92%107%
4
Figure 4. Long-term projected vs. 1999 specific yield
Figure 5. Long-term projected and 1999 actual capacity factors
The wide range of turbine and project sizes included in the TVP presents a challenge for meaningful
comparisons on the same scale. Because the turbines rotor diameters affect the total collection area and
therefore the amount of wind energy available for capture, swept-area yield is considered a good way to
compare performance between projects of different configurations. The diagonal line in Figure 4 shows
where the actual 1999 swept yield is equal to the projection. Most projects were very close, and Vermont
and Iowa surpassed the expectation. The variation between projects in specific yield is because some
sites have higher average wind speeds than others. The wind resources at Kotzebue and Fort Davis are
relatively low, whereas Springview and Big Spring have the most energetic wind resources in the TVP.
0%
5%
10%
15%
20%
25%
30%
35%
40%
45%
Ft. Davis
(500 kW)
Searsburg
(550 kW)
Kotzebue
Phase 1
(66 kW)
Glenmore*
(600 kW)
Algona*
(750 kW)
Springview
(750 kW)
Big Spring
Phase 1
(660 kW)
* Glenmore and Algona capacity scaled for months turbines online
1998 1999 Projection
0
250
500
750
1000
1250
1500
0 250 500 750 1000 1250 1500
Projected Swept Area Yie ld (kW h/m 2)
A
ct
ua
l S
w
ep
t
A
re
a
Y
ie
ld
(
kW
h/
m
2 )
Springview
Algona
Searsburg
Glenmore
Kotzebue
Phase 1
Ft. Davis
Big
Spring
Phase 1
5
The V47 Phase 1 turbines at Big Spring achieved the highest swept-area yield during 1999, and the
V66s are expected to achieve the highest swept-area yield over the long-term, based on their specific
power rating of 0.48 kW/m2.
Methods
As TVPs technical support contractor, GEC downloads, processes, and analyzes 10-minute turbine
production and meteorological (met) data from Supervisory Control and Data Acquisition (SCADA)
systems and other data loggers at each project. Wind direction and wind speeds are typically measured at
two and three levels, respectively, with redundant anemometers at hub height. Because of the research
nature of the program, the TVP projects are heavily instrumented relative to typical wind power projects
of their size.
In cooperation with participating utilities, various energy projections were prepared and published for
each TVP project during initial site evaluations and since installation. Significant uncertainty was
associated with many of the original projections as they were based on limited wind resource data and
early, theoretical power curves for the turbines. Now that substantial operational experience has been
gained at most of the TVP projects, GEC has developed a set of new performance projections based on
historical site atmospheric conditions, turbine performance data, O&M strategies, and more informed
assumptions about energy losses. GEC utilized standard industry procedures to calculate long-term
annual expected energy output in a consistent manner.
Figure 6 illustrates the major steps involved in
determining net turbine and project energy.
For this analysis, GEC used 1999 validated met
data scaled to the sites historical mean wind
speed, when possible, compared to local long-
term airport wind data. For all projects except
Big Spring, GEC developed complete annual
met data sets for 1999 following the guidelines
developed by the National Renewable Energy
Laboratory (NREL) for the Utility Wind
Resource Assessment Program (UWRAP)3 Met
data processing methods included validation
for sensor accuracy and icing and replacement
of missing periods with redundant sensors,
adjacent records, or the monthly diurnal
average to develop complete annual data sets.
For Kotzebue and Springview, data were not
available at hub height for much of the year, so
concurrent monthly shear factors were applied
to data collected at lower heights. Because the
overall data recovery was high and because
good relationships were found between the
various sensors used at each project, the
reconstructed wind speed data sets
provide reasonably accurate representations of Figure 6. TVP Method for Calculating
the wind characteristics at the sites during 1999. Performance Projections
Establish Site
Pow er Curve
Estim ate
Losses
Process
Wind Data
Adjust for shear,
Determ ine frequency
distribution
Gross
Turbine
Energy
Apply Losses
Net
Turbine & Project
Energy
6
Frequency distributions (the hours of occurrence at each wind speed) were calculated in 0.5 meter/second
(m/s) bins for the 1999 and long-term scaled data sets. When possible, we used independently measured
power curves were used and adjusted to the annual site density, which was determined by long-term
annual site temperature and elevation. The frequency distribution (hours in each bin) was multiplied by
the site power curve (kW in each bin) to calculate gross energy (kWh). Availability and other loss
assumptions were multiplied to determine the cumulative estimated losses and then applied to the gross
energy to calculate net turbine energy. Because TVP production is reported from measurements taken at
the turbines, projections reported here do not include line losses within the array or to the substation. The
predicted project net energy is simply the predicted net turbine energy multiplied by the number of
turbines in each project.
GEC developed new loss assumptions for this analysis, shown in Figure 7, based on performance to date
and each projects operational strategy. As the only commercially owned facility in the program, Big
Spring is expected to have the highest turbine availability over the life of the project. Algona and
Springview are also expected to have reliable turbine operation due to conscientious maintenance by the
host utilities. Although though the Ft. Davis site operations have been diligent at repairing their turbines,
greater availability losses are expected to continue there because of aileron design problems. The
Glenmore turbines are a lower priority for the host utility and turbine vendor, which is substantial
availability losses.
Figure 7. Current TVP loss assumptions
Array, weather-related, control and turbulence, and blade soiling losses were estimated based on turbine
layout, design, and site considerations. Fort Davis experiences frequent lightning storms, but an effective
mitigation approach has been developed so no additional significant lightning-related downtime is
expected in the future. Although Kotzebue has the coldest climate, weather-related losses are not
expected to be significant; as very little lightning or ice accumulation on the blades has been experienced.
However, substantial continuing control-related losses are expected with the AOC 15/50 turbines at
Kotzebue related to slow start difficulties coming online during winds just above the rated cut-in speed.
0%
5%
10%
15%
20%
Ft. D avis Searsburg K otz ebue Glenmore Algona Springview B ig Spring
P
er
ce
nt
L
os
s
TVP Availability Array W eather-Related
Control & Turbulence Blade Soiling Line Loss
7
Line loss estimates were based on utility meter measurements for Fort Davis, Searsburg, Kotzebue, and
Big Spring, and estimated based on interconnection configurations for Glenmore, Algona, and
Springview.
The seven TVP projects came online over a four-year period, so the calendar years used for comparison
reflect varied periods of operating experience. Kotzebues Phases 2 and 3, Springview, and Big Spring
turbineswere not fully commercial during all 12 months of 1999, so additional operational data will allow
for a more complete performance analysis. Partial data for 1998 for Glenmore and Algona is included for
comparison.
Sensitivity Analysis
Wind Resource
TVP evaluations are being conducted in a variety of terrain types including mountains, plains, desert, and
coastal tundra; in atmospheric conditions ranging from arid to arctic; and in fairly low to relatively high
wind resources. Figure 8 shows the 1998, 1999, and historic hub-height mean wind speed for the TVP
sites, as well as historical mean wind speeds adjusted to 40 m (131 ft) for comparison of the sites wind
resources. Note that the average wind speed at the turbines may be different than at the projects met
towers, particularly at sites with complex terrain, such as Fort Davis, Searsburg, and Big Spring,and large
numbers of turbines.
Figure 8. 1999 and Historical Wind Resources at TVP Sites
The 1999 average annual hub height wind speeds ranged from 5.4 m/s (12.1 mph) at Kotzebue to 8.2 m/s
(18.3 mph) at Springview. All of the projects except Fort Davis experienced below-average mean wind
speeds during 1998, and Kotzebue was the only site with lower winds in 1999 than in 1998. The annual
average wind speed at Glenmore was also slightly lower than its long-term estimate, but the 1999
averages at Fort Davis, Searsburg, Algona, Springview, and Big Spring were higher than the expected
long-term averages. Fort Davis has the lowest historical average wind speed at 40 m, but Kotzebue has
0
1
2
3
4
5
6
7
8
9
10
Ft. Davis
(40 m)
Searsburg
(40 m)
Kotzebue
(26 m)
Glenmore*
(60 m)
Algona**
(50 m)
Springview
(65 m)
Big Spring
(65 m)
* G lenm ore 1998 va lue inc ludes on ly May-Dec da ta ;
** A lgona 1998 va lue includes only Sept-Dec data
A
ve
ra
ge
W
in
d
S
pe
ed
(m
/s
)
1998 Hub Height 1999 Hub Height
Historical Hub Height Historical 40 m
8
the lowest historical wind speed at hub height (26.5 m). Big Spring has the highest long-term average
wind speed, both at 40 m and hub height.
With the 1999 average wind speed 10% below the historical value, Kotzebue experienced the greatest
deviation from its expected long-term average. As shown in Figure 9, significantly fewer hours in the
high-wind-speed bins resulted in 27% less energy available during 1999 than the historical average.
Figure 9. Kotzebue 1999 and long-term wind resource
Power Curve
Turbine power performance has a considerable impact on production. The warranted and measured power
curves for Glenmore are shown in Figure 10. Typically, the warranted curve is conservative, resulting in
low estimates, but the Tacke 600e measured curve was significantly lower than warranted as the result of
blade modifications to reduce vibrations. Unfortunately, the part of the power curve most affected is in
the highest frequency wi
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