HELICOIDAL%20VORTEX%20MODEL%20FOR%20WIND%20TURBINE%20AEROELASTIC%20SIMULATION%20Jean-Jacques%20Chattot%20University%20of%20California%20Davis%20OUTLINE - PowerPoint PPT Presentation

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HELICOIDAL%20VORTEX%20MODEL%20FOR%20WIND%20TURBINE%20AEROELASTIC%20SIMULATION%20Jean-Jacques%20Chattot%20University%20of%20California%20Davis%20OUTLINE

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HELICOIDAL VORTEX MODEL FOR WIND TURBINE AEROELASTIC SIMULATION Jean-Jacques Chattot University of California Davis OUTLINE Challenges in Wind Turbine Flows – PowerPoint PPT presentation

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Title: HELICOIDAL%20VORTEX%20MODEL%20FOR%20WIND%20TURBINE%20AEROELASTIC%20SIMULATION%20Jean-Jacques%20Chattot%20University%20of%20California%20Davis%20OUTLINE


1
HELICOIDAL VORTEX MODEL FOR WIND TURBINE
AEROELASTIC SIMULATIONJean-Jacques
ChattotUniversity of California DavisOUTLINE
  • Challenges in Wind Turbine Flows
  • The Analysis Problem and Simulation Tools
  • The Vortex Model
  • The Structural Model
  • Some Results
  • Conclusions

Fourth M.I.T. Conference June 13-15, 2007
2
CHALLENGES IN WIND TURBINE FLOW ANALYSIS
  • Vortex Structure
  • - importance of maintaining vortex structure
    10-20 D
  • - free wake vs. prescribed wake models
  • High Incidence on Blades
  • - separated flows and 3-D viscous effects
  • Unsteady Effects
  • - yaw, tower interaction, earth boundary layer
  • Blade Flexibility

3
THE ANALYSIS PROBLEM AND SIMULATION TOOLS
  • Actuator Disk Theory (1-D Flow)
  • Empirical Dynamic Models (Aeroelasticity)
  • Vortex Models
  • - prescribed wake equilibrium condition
  • - free wake
  • Euler/Navier-Stokes Codes
  • - 10 M grid points, still dissipates wake
  • - not practical for design
  • - expensive to couple with structural model
  • Hybrid Models

4
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

5
GOLDSTEIN MODEL
Vortex sheet constructed as perfect helix with
variable pitch
6
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

7
ULTIMATE WAKE EQUILIBRIUM CONDITION
Induced axial velocity from average power
8
BASE HELIX GEOMETRY USED FOR STEADY AND UNSTEADY
FLOWS
Vorticity is convected along the base helix, not
the displaced helix, a first-order approximation
9
APPLICATION OF BIOT-SAVART LAW
10
BLADE ELEMENT FLOW CONDITIONS
11
2-D VISCOUS POLAR
S809 profile at Re500,000 using XFOIL linear
extrapolation to
12
CONVECTION IN THE WAKE
  • Mesh system stretched mesh from blade
  • To x1 where
  • Then constant steps to
  • Convection equation along vortex filament j
  • Boundary condition

13
CONVECTION IN THE WAKE
14
ATTACHED/STALLED FLOWS
Blade working conditions attached/stalled
15
RESULTS STEADY FLOW
Power output comparison
16
RESULTS YAWED FLOW
Time-averaged power versus velocity at different
yaw angles
10 deg
5 deg
20 deg
30 deg
17
STRUCTURAL MODEL
  • Blade Treated as a Nonhomogeneous Beam
  • Modal Decomposition (Bending and Torsion)
  • NREL Blades Structural Properties
  • Damping Estimated

18
NREL BLADES
  • Structural Coefficients
  • - M5 kg/m
  • - EIx800,000 Nm2
  • - cfb4
  • First Mode Frequency
  • - f17.28 Hz (vs. 7.25 Hz for NREL blade)

19
TIME AND SPACE APPROACHES
  • Typical Time Steps
  • - Taero0.0023 s (1 deg azimuthal angle)
  • - Tstruc0.00004 s (with 21 points on blade)
  • Explicit Scheme
  • Large integration errors due to drifting
  • Implicit Scheme
  • Second-Order in time unstable
  • First-order not accurate enough
  • Modal Decomposition
  • Very accurate. Integration error only in source
    term

20
NREL ROOT FLAP BENDING MOMENT COMPARISONV5 m/s,
yaw10 deg
21
TOWER SHADOW MODELDOWNWIND CONFIGURATION
22
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

23
SOME RESULTS
  • V5 m/s, Yaw0, 5, 10, 20 and 30 deg
  • V10 m/s, Yaw0 and 20 deg
  • V12 m/s, Yaw0, 10 and 30 deg
  • Comparison With NREL Sequence B Data

24
RESULTS FOR ROOT FLAP BENDING MOMENTV5 m/s,
yaw0 deg
25
RESULTS FOR ROOT FLAP BENDING MOMENTV5 m/s,
yaw5 deg
26
RESULTS FOR ROOT FLAP BENDING MOMENTV5 m/s,
yaw10 deg
27
RESULTS FOR ROOT FLAP BENDING MOMENTV5 m/s,
yaw20 deg
28
RESULTS FOR ROOT FLAP BENDING MOMENTV5 m/s,
yaw30 deg
29
NREL ROOT FLAP BENDING MOMENT COMPARISONV10
m/s, yaw0 deg
30
NREL ROOT FLAP BENDING MOMENT COMPARISONV10
m/s, yaw20 deg
31
NREL ROOT FLAP BENDING MOMENT COMPARISONV12
m/s, yaw0 deg
32
NREL ROOT FLAP BENDING MOMENT COMPARISONV12
m/s, yaw10 deg
33
NREL ROOT FLAP BENDING MOMENT COMPARISONV12
m/s, yaw30 deg
34
CONCLUSIONS
  • Stand-alone Navier-Stokes too expensive,
    dissipates wake, cannot be used for design or
    aeroelasticity
  • Vortex Model simple, efficient, can be used for
    design and aeroelasticity
  • Remaining discrepancies possibly due to tower
    motion

35
HYBRID APPROACH
  • Use Best Capabilities of Physical Models
  • - Navier-Stokes for near-field viscous flow
  • - Vortex model for far-field inviscid wake
  • Couple Navier-Stokes with Vortex Model
  • - improved efficiency
  • - improved accuracy

36
HYBRID METHODOLOGY
37
RECENT PUBLICATIONS
  • J.-J. Chattot, Helicoidal vortex model for
    steady and unsteady flows, Computers and Fluids,
    Special Issue, 35, 742-745 (2006).
  • S. H. Schmitz, J.-J. Chattot, A coupled
    Navier-Stokes/Vortex-Panel solver for the
    numerical analysis of wind turbines, Computers
    and Fluids, Special Issue, 35 742-745 (2006).
  • J. M. Hallissy, J.J. Chattot, Validation of a
    helicoidal vortex model with the NREL unsteady
    aerodynamic experiment, CFD Journal, Special
    Issue, 14236-245 (2005).
  • S. H. Schmitz, J.-J. Chattot, A parallelized
    coupled Navier-Stokes/Vortex-Panel solver,
    Journal of Solar Energy Engineering, 127475-487
    (2005).
  • J.-J. Chattot, Extension of a helicoidal vortex
    model to account for blade flexibility and tower
    interference, Journal of Solar Energy
    Engineering, 128455-460 (2006).
  • S. H. Schmitz, J.-J. Chattot, Characterization
    of three-dimensional effects for the rotating and
    parked NREL phase VI wind turbine, Journal of
    Solar Energy Engineering, 128445-454 (2006).
  • J.-J. Chattot, Helicoidal vortex model for wind
    turbine aeroelastic simulation, Computers and
    Structures, to appear, 2007.

38
APPENDIX AUAE Sequence QV8 m/s Dpitch18 deg
CN at 80
39
APPENDIX AUAE Sequence QV8 m/s Dpitch18 deg
CT at 80
40
APPENDIX AUAE Sequence QV8 m/s Dpitch18 deg
41
APPENDIX AUAE Sequence QV8 m/s Dpitch18 deg
42
APPENDIX BOptimum Rotor R63 m P2 MW
43
APPENDIX BOptimum Rotor R63 m P2 MW
44
APPENDIX BOptimum Rotor R63 m P2 MW
45
APPENDIX BOptimum Rotor R63 m P2 MW
46
APPENDIX BOptimum Rotor R63 m P2 MW
47
APPENDIX BOptimum Rotor R63 m P2 MW
48
APPENDIX BOptimum Rotor R63 m P2 MW
49
APPENDIX CHomogeneous blade First mode
50
APPENDIX CHomogeneous blade Second mode
51
APPENDIX CHomogeneous blade Third mode
52
APPENDIX CNonhomogeneous blade M distribution
53
APPENDIX CNonhomog. blade EIx distribution
54
APPENDIX CNonhomogeneous blade First mode
55
APPENDIX CNonhomogeneous blade Second mode
56
APPENDIX CNonhomogeneous blade Third mode
57
APPENDIX D NONLINEAR TREATMENT
  • Discrete equations
  • If
  • Where

58
APPENDIX D NONLINEAR TREATMENT
  • If
  • is the coefficient of artificial
    viscosity
  • Solved using Newtons method
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