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Vertical Wind Energy Engineering
Ian DuffettJeff PerryBlaine StockwoodJeremy Wiseman
Design and Evaluation of a Twisted Savonius Wind Turbine
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
Outline• Problem Definition• Introduction• Concept Selection• Design• Fabrication• Testing• Results• Conclusions• Recommendations
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
Problem Definition
Design and test a vertical axis wind turbine (VAWT). This design should meet the following objectives:
• Design will be novel and untested• Design will be self-starting• Design will produce reliable power in harsh weather conditions
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
Wind Energy
• The conversion of wind energy into various other useful forms such as electricity is known as wind power
• Studying wind energy is desirable because:– Wind energy is renewable– There is ample supply of wind energy– Suitable wind patterns are available worldwide– Production costs of wind energy are declining– Wind energy produces minimal greenhouse gas emissions
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringWind Turbines
Horizontal Axis Wind Turbines (HAWT)Advantages• Higher efficiency• Can furl out of the wind to reduce wind
speed seen by the blades• High towers reduce turbulence caused
by nearby structures Disadvantages• Tower mounting makes maintenance
more difficult• Requires large structures• Installation requires heavy equipment• Requires additional controls to furl and
rotate to orient blades in the wind direction
Vertical Axis Wind Turbines (VAWT)Advantages• Ground mounting makes
maintenance easier• Can be installed in areas of wind
funnelling and high wind speeds• Lower noise signature• Requires lower starting speedsDisadvantages• Lower efficiency• May require guys to support rotation
axis• Can create an inconsistent torque
(pulse)
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringMajor Types of VAWT
1. Darrieus Wind Turbine– Uses lift to create
rotation– Good efficiency– Torque ripple– Not self-starting
2. Savonius Wind Turbine– Uses drag forces to
create rotation– Low efficiency– High reliability– Self-starting
A very large Darrieus wind turbine on the Gaspé peninsula, Quebec, Canada
Savonius wind turbine
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
Twisted Savonius
• Increases efficiency of standard savonius wind turbine
• Consistent torque created by symmetrical helical shape
• Rotates regardless of wind direction
• Self-starting
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
Concept Selection
Modified Twisted Savonius Turbine • Provides consistent torque• Will be self-starting• Will only rotate at the wind speed
allowing for greater reliability in high wind
• Design is untested– Closed around shaft
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
Independent Design Parameters:• Long Radius• Short Radius• Angle of Twist
Prototype Modelling
Long RadiusR
Short Radius r
180 °360 °
Bottom Plane
Top Plane
α
Short Radius r
RLong Radius
360 ° 180 °
Bottom Plane
Top Plane
α
Bottom Plane
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
CFD Analysis
• FloWorks simulation developed to test static torque on various foil designs:
→ Constant velocity air stream, 15m/s
→ Measure torque generated on shaft
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
Circular Foil Design• Maximum Torque @ 360° Twist Angle 0.47 N·m
Elliptical Foil Design• Maximum Torque @ 360° Twist Angle,
108.3 mm Long Radius 0.56 N·m
0 90 180 270 360 450 540 630 7200
0.5
Circular Foil Design
Angle of Twist (°)
Torq
ue (N
·m)
0 20 40 60 80 100 120 140 1600
0.5
1
Elliptical Foil Design
Long Radius (mm)
Torq
ue (N
·m)
CFD Analysis
0 90 180 270 360 450 540 630 7200
0.1
0.2
0.3
0.4
0.5
Circular Foil Design
Angle of Twist (°)
Torq
ue (N
·m)
0 20 40 60 80 100 120 140 1600
0.1
0.2
0.3
0.4
0.5
0.6
Elliptical Foil Design
Long Radius (mm))
Torq
ue (N
·m)
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringPrototype Fabrication
Rapid Prototyping• Fused Deposition Modeling• Turns computer-aided design (CAD)
geometry into solid state structures.• Max Build Size 10” x 10”• Sectioned Prototype• Required Build time ~ 36 hours per
section• Two Section Shaft• $6300
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringPrototype Fabrication
Design Plan
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringPrototype Fabrication
Prototyping ChallengesPrototyper Size ConstraintsProblem: Limitations in nozzle movement
prevented achieving maximum cross-section
Solution: 5% Reduction in CAD Model SizeProblem: Damage to nozzle heads due to
overheating of material in the semi-liquid state
Solution: Reduced size (by height) of individual foil sections to decrease run time and prevent overheating
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
Prototype FabricationPrototyping ChallengesAssemblyProblem: Shrinkage of the material
during cooling from the semi-liquid state
Solution: Use of body filler during assemblage to create continuous foil surface
Problem: Rotational unbalance within the foil due to body filler and flexibility of shaft
Solution: Replacement of two shaft aluminum design with single steel shaft
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringWind Tunnel Setup
Memorial University’s Wind Tunnel
- Wind Speed Range 1.2 m/s (Full Closed) to 10.6 m/s (Fully Open)- Rectangular test section 20.0 x 0.93 x 1.04 meters
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringWind Tunnel Setup
• Setup 1• Installed centered and vertically in the wind tunnel with both ends of
the shaft extruding through the bottom and top of the tunnel(2 x Alum 1/2” OD x 36”, inserted at both ends)
• Low friction polyblock bearings• Setup 1 Problems
• Large vibrations during rotation of Blade• Not installed:
• Friction Brake Dynamometer• Anemometer• LED Tac
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringWind Tunnel Setup
• Setup 2• Installed centered and vertically within the wind tunnel with a shorter
shaft (Steel 7/16” OD x 36”)• Low friction shaft bearings• Instrumentation setup:
• LED Tac / Handheld Tac• Friction Brake Dynamometer• Anemometer
• Setup 2 Problems• Vibration of Friction Brake Dynamometer
• Pulse loading on load cell• LED Tac sampling rate limited to 50 Hz
• Unable to capture flywheel rotations fast enough
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
• Setup 2 - Pictures
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringWind Tunnel Setup
• Setup 3• Installed centered and vertically within the wind tunnel with a shorter
shaft (Steel 7/16” OD x 36”)• Low friction shaft bearings• Instrumentation setup:
• Handheld Tac• Friction Brake Dynamometer• Anemometer
• Setup 3 Problems• Vibration of Friction Brake Dynamometer
• Pulse loading on load cell
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
• Setup 3 - Pictures
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringTesting Matrix
- Number of Tests -> 36
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringTesting Predictions
Predicted ResultsTwo important design features are:
• Tip Speed Ratio (TSR or ) • Is the ratio between the rotational speed of
the tip of a blade and the actual velocity of the wind
• Power Coefficient (Cp)• The power coefficient tells how efficiently a
turbine converts wind energy into electricity
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringCFD / Testing Comparison
FloWorks simulations were developed over a range of wind speed for static torque and compared to static test acquired throughout testing
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy EngineeringTesting Results
0.200 0.300 0.400 0.500 0.600 0.700 0.800 0.900 1.0000.000
0.020
0.040
0.060
0.080
0.100
0.120
0.140
0.160
Cp vs. Tip Speed
TSR
Cp
4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.00.000
2.000
4.000
6.000
8.000
10.000
12.000
14.000
Power Output vs. Wind Speed
Wind Speed [m/s]
Pow
er O
utpu
t [W
atts]
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
Summary
•Successful test of novel design
•Design determined to be self starting under varying wind conditions
• Maximum 15% efficiency achieved
•Maximum Power Output of 13 Watts
•Cp vs. TSR Plot follows a similar profile of the predicted
• Power and torque output increases as wind speed increases
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
Plan Forward & Next Steps
• Improve testing set-up for more reliable results
• Use high frequency DAQ to accurately measure rotation speed
• Review friction brake design to measure more consistent loads
• Test under Newfoundland environmental conditions
• Icing and snow tests
• Higher wind speeds
• Longer term effect of sea spray and fog on system performance
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
Special Thanks to:
• Dr. Iqbal
• Steve Steel
• Matt Curtis
• Craig Mitchell
• Don Taylor
Property of Vertical Wind Energy Engineering7April 2009
Vertical Wind Energy Engineering
This Concludes our PresentationQuestions?
Thank you for your Attentionhttp://www.engr.mun.ca/~blaines/