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Explore tower shadow effects on wind turbine blades using simplified vortex models. Discuss wake models, blade element conditions, and tower interference. See results and conclusions from studied configurations.
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TOWER SHADOW MODELIZATION WITH HELICOIDAL VORTEX METHODJean-Jacques ChattotUniversity of California DavisOUTLINE • Motivations • Review of Vortex Model • Tower Shadow Model • Conclusion 45th AIAA Aerospace Sciences Meeting and Exhibit 26th ASME Wind Energy Symposium, Reno, NV, Jan.8-11, 2007
MOTIVATIONS • Take Advantage of Model Simplicity and Efficiency for Analysis of Unsteady Effects with Impact on Blade Fatigue Life and Acoustic Signature - Include Tower Interference Model (Upwind 2006) - Include Tower Shadow Model (Downwind 2007)
REVIEW OF VORTEX MODEL • Goldstein Model • Simplified Treatment of Wake • Rigid Wake Model • “Ultimate Wake” Equilibrium Condition • Base Helix Geometry Used for Steady and Unsteady Flows • Application of Biot-Savart Law • Blade Element Flow Conditions • 2-D Viscous Polar
GOLDSTEIN MODEL Vortex sheet constructed as perfect helix with variable pitch
SIMPLIFIED TREATMENT OF WAKE • No stream tube expansion, no sheet edge roll-up (second-order effects) • Vortex sheet constructed as perfect helix called the “base helix” corresponding to zero yaw
“ULTIMATE WAKE” EQUILIBRIUM CONDITION Induced axial velocity from average power:
BASE HELIX GEOMETRY USED FOR STEADY AND UNSTEADY FLOWS Vorticity is convected along the base helix, not the displaced helix, a first-order approximation
2-D VISCOUS POLAR S809 profile at Re=500,000 using XFOIL + linear extrapolation to
FLEXIBLE BLADE MODEL • Blade Treated as a Nonhomogeneous Beam • Modal Decomposition (Bending and Torsion) • NREL Blades Structural Properties • Damping Estimated
TOWER SHADOW MODEL • Model includes Wake Width and Velocity Deficit Profile, Ref: Coton et Al. 2002 • Model Based on Wind Tunnel Measurements Ref: Snyder and Wentz ’81 • Parameters selected: • Wake Width 2.5 Tower Radius, Velocity Deficit 30%
SIMPLIFIED MODEL • LINE OF DOUBLETSPERTURBATION POTENTIAL • If |Y’|>2.5 a, Outside Wake, Use Where: • If |Y’|<2.5 a, Inside Wake:
RESULTS • V=5 m/s, Yaw=0, 5, 10, 20 and 30 deg • V=7 m/s, Yaw=0, 5, 10 and 20 deg • V=10 m/s, Yaw=0, 5, 10 and 20 deg • V=12 m/s, Yaw=0, 10 and 30 deg • Comparison With NREL Sequence B Data
NREL ROOT FLAP BENDING MOMENT COMPARISONV=10 m/s, yaw=10 deg
NREL ROOT FLAP BENDING MOMENT COMPARISONV=10 m/s, yaw=20 deg
NREL ROOT FLAP BENDING MOMENT COMPARISONV=12 m/s, yaw=10 deg
NREL ROOT FLAP BENDING MOMENT COMPARISONV=12 m/s, yaw=30 deg
CONCLUSIONS • Simple model for tower shadow easy to implement • Good results obtained for “downwind” configuration • Some remaining unsteady effects possibly due to tower motion • Vortex Model proves very efficient and versatile