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TOWER SHADOW MODELIZATION WITH HELICOIDAL VORTEX METHOD Jean-Jacques Chattot University of California Davis OUTLINE Motivations Review of Vortex Model Tower Shadow Model Conclusion 45 th AIAA Aerospace Sciences Meeting and Exhibit 26 th ASME Wind Energy Symposium, Reno, NV, Jan.8-11, 2007
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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)
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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
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GOLDSTEIN MODEL Vortex sheet constructed as perfect helix with variable pitch
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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
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“ULTIMATE WAKE” EQUILIBRIUM CONDITION Induced axial velocity from average power:
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BASE HELIX GEOMETRY USED FOR STEADY AND UNSTEADY FLOWS Vorticity is convected along the base helix, not the displaced helix, a first-order approximation
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APPLICATION OF BIOT-SAVART LAW
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BLADE ELEMENT FLOW CONDITIONS
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2-D VISCOUS POLAR S809 profile at Re=500,000 using XFOIL + linear extrapolation to
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FLEXIBLE BLADE MODEL Blade Treated as a Nonhomogeneous Beam Modal Decomposition (Bending and Torsion) NREL Blades Structural Properties Damping Estimated
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TOWER SHADOW MODEL DOWNWIND CONFIGURATION
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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%
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SIMPLIFIED MODEL LINE OF DOUBLETS PERTURBATION POTENTIAL If |Y’|>2.5 a, Outside Wake, Use Where: If |Y’|<2.5 a, Inside Wake:
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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
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RESULTS FOR ROOT FLAP BENDING MOMENT V=5 m/s, yaw=0 deg
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RESULTS FOR ROOT FLAP BENDING MOMENT V=5 m/s, yaw=5 deg
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RESULTS FOR ROOT FLAP BENDING MOMENT V=5 m/s, yaw=10 deg
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RESULTS FOR ROOT FLAP BENDING MOMENT V=5 m/s, yaw=20 deg
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RESULTS FOR ROOT FLAP BENDING MOMENT V=5 m/s, yaw=30 deg
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EFFECT OF ROTOR INDUCED VELOCITY ON WAKE V=5 m/s, yaw=30 deg
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RESULTS FOR ROOT FLAP BENDING MOMENT V=5 m/s, yaw=30 deg
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NREL ROOT FLAP BENDING MOMENT COMPARISON V=7 m/s, yaw=0 deg
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NREL ROOT FLAP BENDING MOMENT COMPARISON V=7 m/s, yaw=5 deg
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NREL ROOT FLAP BENDING MOMENT COMPARISON V=7 m/s, yaw=10 deg
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NREL ROOT FLAP BENDING MOMENT COMPARISON V=7 m/s, yaw=20 deg
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NREL ROOT FLAP BENDING MOMENT COMPARISON V=10 m/s, yaw=0 deg
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NREL ROOT FLAP BENDING MOMENT COMPARISON V=10 m/s, yaw=5 deg
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NREL ROOT FLAP BENDING MOMENT COMPARISON V=10 m/s, yaw=10 deg
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NREL ROOT FLAP BENDING MOMENT COMPARISON V=10 m/s, yaw=20 deg
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NREL ROOT FLAP BENDING MOMENT COMPARISON V=12 m/s, yaw=0 deg
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NREL ROOT FLAP BENDING MOMENT COMPARISON V=12 m/s, yaw=10 deg
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NREL ROOT FLAP BENDING MOMENT COMPARISON V=12 m/s, yaw=30 deg
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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
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APPENDIX A UAE Sequence Q V=8 m/s pitch=18 deg CN at 80%
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APPENDIX A UAE Sequence Q V=8 m/s pitch=18 deg CT at 80%
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APPENDIX A UAE Sequence Q V=8 m/s pitch=18 deg
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APPENDIX B Optimum Rotor R=63 m P=2 MW
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APPENDIX C Homogeneous blade; First mode
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APPENDIX C Homogeneous blade; Second mode
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APPENDIX C Homogeneous blade; Third mode
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APPENDIX C Nonhomogeneous blade; M’ distribution
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APPENDIX C Nonhomog. blade; EIx distribution
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APPENDIX C Nonhomogeneous blade; First mode
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APPENDIX C Nonhomogeneous blade; Second mode
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APPENDIX C Nonhomogeneous blade; Third mode
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APPENDIX D KUTTA-JOUKOWSKI LIFT THEOREM
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APPENDIX D NONLINEAR TREATMENT Discrete equations: If Where
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APPENDIX D NONLINEAR TREATMENT (continued) If is the coefficient of artificial viscosity Solved using Newton’s method
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APPENDIX E CONVECTION IN THE WAKE Mesh system: stretched mesh from blade To x=1 where Then constant steps to Convection equation along vortex filament j: Boundary condition
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APPENDIX E CONVECTION IN THE WAKE (continued)
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APPENDIX F Blade working conditions: attached/stalled
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APPENDIX G STEADY FLOW Power output comparison
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APPENDIX H YAWED FLOW Time-averaged power versus velocity at different yaw angles =5 deg =10 deg =20 deg=30 deg
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