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Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department Risø DTU
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Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

Dec 31, 2015

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Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department Risø DTU. WP2 Aero-dynamics and Aero-elastics OBJECTIVES. Overall: To develop an aeroelastic design basis for large multi MW turbines. Specific:. - PowerPoint PPT Presentation
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Page 1: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

Aerodynamics and Aeroelastics, WP 2

Flemming Rasmussen

Aeroelastic Design

Wind Energy Department

Risø DTU

Page 2: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

WP2 Aero-dynamics and Aero-elastics OBJECTIVES

1. Development of nonlinear structural dynamic models (modeling on the micromechanical scale is input from WP3).

2. Advanced aerodynamic models covering full 3D CFD rotor models, free wake models and improved BEM type models. (The wake description is a prerequisite for the wake modeling in WP8).

3. Models for aerodynamic control features and devices. (This represents the theoretical background for the smart rotor blades development in WP 1.B.3)

4. Models for analysis of aeroelastic stability and total damping including hydroelastic interaction

5. Development of models for computation of aerodynamic noise.

Overall: To develop an aeroelastic design basis for large multi MW turbines.

Specific:

Page 3: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

WP 2.1 Structural dynamics, large deflections & non-linear effects

ApproachIdentification of important non-linearities in large wind turbinesChallenge: predict blade torsional deformation in loaded case

z

yx

w

Mz

My

ζ

η

ξ

Bending-Torsion couplingWhen blade flap curvature w’’ becomes large, bending moment Mζ contributes significantly to blade torsion moment My.

Page 4: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

WP 2.1 Non-linear effects (analytical study)Additions to the baseline, 1st-order, model

Formulation of dynamic equations in the deformed state (same structural couplings as in baseline but 2nd-order kinematics and dynamics) (2nd order beam-0) Tension – torsion coupling terms (2nd order beam-1) Bending – torsion coupling terms (2nd order beam-2) Pre-twist – torsion coupling term (2nd order beam-3)

4.6

4.8

5.0

5.2

5.4

5.6

0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0

Flap

wis

e D

ispl

acem

ent a

t Tip

[m]

Time [s]

1st order Beam2nd order Beam-02nd order Beam-12nd order Beam-22nd order Beam-3

-1.0

-0.8

-0.6

-0.4

-0.2

0.0

0.2

0.4

0.6

0.8

1.0

0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0

Tors

iona

l Ang

le a

t Tip

[deg

]

Time [s]

1st order Beam2nd order Beam-02nd order Beam-12nd order Beam-22nd order Beam-3

Wind speed: 11m/s

Page 5: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

WP 2.1 Non-linear effects

-2.5-2

-1.5-1

-0.50

0.51

260 280 300 320 340 360 380 400

tors

ion

(d

eg

)

time (s)

linear beam2nd order beam

-0.05

0

0.05

0.1

0.15

260 280 300 320 340 360 380 400

no

rma

lize

d f

lap

time (s)

linear beam2nd order beam

789

101112131415161718

260 280 300 320 340 360 380 400

win

d s

pe

ed

(m

/s)

time (s)

Linear vs. non linear beam model analysis, NTM at 11.4 m/s

Page 6: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

WP2.2 Advanced aerodynamic models

Objectivesto identify the limitations in the engineering aerodynamic modeling in BEM type codes

Approachinter comparison of results of models of different complexity applied on MW rotors, RWT- 5MW

Simulation casesuniform inflow on RWT turbine (stiff model)strong wind shear in inflowunsteady inflow (turbulent)- not yet performed

Page 7: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

Blade normal force distributionSimulations with various

codes at 8 m/s

uniform inflow

Page 8: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

Wind speed with height, night- day,

Høvsøre

from http://veaonline.risoe.dk

Page 9: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

Measured inflow angle on the NM80 at Tjæreborg during a period with strong shear and low turbulence

Inflow angle

Page 10: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

Wake pattern, CFD with strong inflow shear

Page 11: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

WP2.2 Blade normal force

8 m/s - strong inflow shear - exponent 0.55,

blade up blade down

0.55

( ) hubhub

zU z U

z

Page 12: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

WP2.2 Blade normal force

8 m/s -- strong inflow shear - exponent 0.55

blade 90 deg. blade 270 deg.

Page 13: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

WP 2.3 Advanced control features and aerodynamic devices

Approach:• Develope detailed models for analysis of a few promising flow control concepts (in close corporation with WP 1A5).• Deformable camberline.

Page 14: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

Dynamic Stall model: Main input: CL

st(,)

Page 15: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

Dynamic Stall: Harmonic Alpha and BetaBlue: Alpha and Beta in phaseBlack: No BetaRed: In counter-phase (180 shift)

Page 16: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

WP 2.4: Aeroelastic stability and total damping including hydrodynamics

Approach:•Aerodynamic damping and aeroelastic stability of the RWT 5 MW turbine•Blade structural damping model•CFD-structure coupling

Page 17: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

WP 2.4: Aerodynamic damping of blade modes for RWT 5 MW

First flapwise mode First edgewise mode

Page 18: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

WP 2.5 Computation of aerodynamic noise– coupled CFD-CAA models

Approach:Improve computation of aerodynamic trailing edge noise.Input from CFD simulations of boundary layer parameters at trailing edge.Validation: Eksperimental data on both aerodynamics and aeroacustics

Page 19: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

Test Cases : VTE Model Developed at LWT (SIROCCO Project)• goal: variation of boundary-layer parameters at trailing-

edge• requires strong contour change over major part of chord length• three variations: VTE_lin, VTE_kav (and VTE_vex)

Wind tunnel modelwith adjustable

shape

Page 20: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

Results: VTE_kav, Cl=0.7, BL Parameters

Page 21: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

Results: VTE_kav, Cl=0.7, Noise Spectra

Page 22: Aerodynamics and Aeroelastics, WP 2 Flemming Rasmussen Aeroelastic Design Wind Energy Department

WP2 Aerodynamics and Aeroelastics

SummaryBending-torsion coupling is importantInflow shear is non-trivialDynamic stall model for variable trailing edgeStability analysis including non-linear effects (and structural modal damping prediction)Noise prediction: Boundary layer predictions and measurements