amitay, miki - performance enhacements of wind turbine blades

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  • 1

    Performance Enhancement of

    Wind Turbine Blades

    Miki Amitay Professor of Aerospace Engineering, and

    Director, Center for Flow Physics and Control (CeFPaC)

    Rensselaer Polytechnic Institute

    Troy, NY

  • 2

    Flow Control

    Aerodynamic performance (circulation, separation, drag) Internal flows (separation, head losses)

    Heat transfer control (electronic/film cooling)

    Mixing enhancement (combustion, noise)

    Structural vibrations control

    Virtual shaping of building; wind channeling

    Building integrated wind

    Applications

    Unsteady blowing Oscillating ribbon or flap Internal and external acoustic excitations Oscillating surface

    active

    passive

    Turbulators / surface roughness Flow control mechanisms

    fact ~ fnatural ( fshed)

    Synthetic jets (fact ~ 10.fnatural)

    Flow control: Any mechanism or process through which the

    flow is caused to behave differently than it normally would.

    baseline w/control

  • 3

    Devices

    TE Flaps Microtabs Synthetic Jets Active Flexible Wall

    Actuators

    Piezoelectric Motors MEMS Fluidics

    Flow Phenomena (Physics and modeling)

    Flow separation Fluid/Structure interactions (structural vibration) Sectional Lift Spanwise flows Noise sources Laminar/turbulent flows

    Flow Phenomena Controls Neural Networks Adaptive Physical Model-Based Dynamic System-Based Optimal Control Theory

    Sensors

    Conventional Optical MEMS

    Active

    Flow

    Control

    Triad

    Active Flow Control Triad

  • 4

    Motivation and Objectives

    Objectives

    Reduce the amplitude of blade structural vibrations using synthetic jet based active flow control techniques.

    Reduce blade vibrations by selectively reattaching the flow along the blade span, thereby manipulating the aerodynamic load along the span.

    Motivation

    As wind energy production increases using large

    wind turbine rotor diameters, the blades become more

    susceptible to atmospheric phenomena that places higher

    fatigue loads and thus structural vibrations, which directly

    impact the operating life of the wind turbine.

    Thus, turbine manufacturers seek to implement techniques

    to reduce these loads and high amplitude vibrations.

  • 5

    Extend the range of usable wind

    Time

    Blade tip

    deflection

    Reduce blades structural stress

    Performance Enhancement using Flow Control

    Synthetic Jets

    Unforced

    Forced

  • 6

    Synthetic Jet Actuator

    Piezoelectric disk

    Glezer & Amitay, Synthetic Jets, Ann. Rev. Fluid Mech., 34, 2002

    Amitay & Cannelle, Evolution of Finite Span Synthetic Jets , Physics of Fluids, 18, 5, 2006

    (fact ~ 10.fnatural)

    Zero-net-mass-flux (ZNMF) Allows momentum transfer to the flow Diaphragm and cavity are driven near resonance Small electric power input (~1Watt per actuator) No plumbing or any mechanical complexity is needed Low cost ($0.50 to $200)

  • 7

    Wind Turbine Model

    Synthetic jet orifices

    Strain gauge

    Accelerometer

    Dynamic pressure

    6-components load cell

    S809 Airfoil Blade

    Span - b = 450mm

    Root chord - cr = 203mm

    Taper ratio ct/cr = 0.68

    Aspect ratio of 2.63

    Array of synthetic jets (LE &TE):

    LE at x/c = 0.25, TE at x/c = 0.9

    w

    jjj

    AU

    AUnC

    2

    21

    2

    Momentum coefficient:

    C9x10-4 < < 1x10-2

    Root

    jets Middle

    jets Tip

    jets

    Active Gurney Flaps

  • 8

    Frequency [Hz]

    PS

    D

    100

    101

    102

    10-3

    10-2

    10-1

    100

    101

    102

    103

    t [sec]

    Tip

    Deflection

    [mm

    ]

    0.2 0.4 0.6 0.8-3.5

    -3

    -2.5

    -2

    -1.5

    -1

    -0.5

    0

    Baseline

    Forcing - Sine wave

    (a)

    (b)

    Without control, the blade oscillates at its structural mode with an amplitude of ~1mm

    Tip deflection is significantly reduced when AFC is applied

    The power spectrum shows that the turbulent kinetic energy is significantly reduced

    Vibration Control: Tip Deflection & PSD

    Test Conditions: C = 2.24x10-3, = 16 , and ReU = 1.6x10

    5

    Structural

    Flow

    (shedding)

    C

    PS

    Da

    tf s

    tru

    c

    0 0.001 0.002 0.003 0.004 0.005 0.0060

    1

    2

    3

    4

    5

    6

    7

    8

  • 9

    Velocity Vector Field at y/b = 0.33

    -1 -0.8 -0.6 -0.4 -0.2 0-0.4

    -0.2

    0

    0.2

    Baseline

    x/clocal

    z/c l

    oca

    l

    -1 -0.8 -0.6 -0.4 -0.2 0-0.4

    -0.2

    0

    0.2

    Sinusoidal

    actuation

    The baseline flow is fully separated.

    Sinusoidal actuation results in almost complete flow reattachment.

    Test Conditions: ReU = 1.6x105, = 16

    x/clocal

  • 10

    Closed-Loop Control System

    Dynamic pitch waveforms

    To simulate a sudden change in

    wind direction or wind gust

    0 5 10 15 20 25 30 35 40

    0

    3

    6

    9

    12

    15

    18

    Pitch rate 1 deg/s

    2 deg/s

    4 deg/s

    8 deg/s

    t [sec] xPC Target

    Control

    Computer

    Signal

    Conditioner

    Servo

    Amplifier

    Signal

    Amplifier

    Matlab /

    Simulink PC

    Ethernet

    DC Motor Encoder

    Strain gauge

    Synthetic Jets

    Root Strain Signal

    AOA Motor Command

    Waveform Generator

  • 11

    ReU = 1.6x105

    Tip

    def

    lect

    ion

    am

    pli

    tud

    e [m

    m]

    Baseline

    Forced

    AOA

    0 3 6 9 120

    3

    6

    9

    12

    15

    18

    0 3 6 9 120

    0.04

    0.08

    0.12

    0.16

    0.2

    0 3 6 9 12 15 180

    0.04

    0.08

    0.12

    0.16

    0.2

    0 3 6 9 12 15 180

    3

    6

    9

    12

    15

    18

    0 10 20 300

    3

    6

    9

    12

    15

    18

    0 10 20 300

    0.04

    0.08

    0.12

    0.16

    0.20.20

    0.16

    0.12

    0.08

    0.04

    0

    t [sec]

    Closed-Loop Control of Structural Vibrations

    1 deg/s 2 deg/s 4 deg/s

    Without flow control, the deflection amplitude is near zero for 0 < < 15, followed by a rapid increase (due to flow separation). Then, the vibrations amplitude decreases

    back (with hysteresis) to zero following the pitch down motion.

    Using closed-loop control: the increase in the amplitude was detected; the jets were activated, resulting in a significantly lower vibrations (due to flow reattachment) for all

    ramp rates.

    [d

    eg

    ]

  • 12

    S809 Airfoil Finite Span Blade

    Span - b = 419 mm

    Chord - c = 127 mm

    Aspect ratio of 3.3

    Two Jet Arrays

    Forward array at xj/c = 0.1

    Rear array at xj/c = 0.2

    Instrumentation

    Laser Vibrometer Measurement

    Six Component Load Cell

    Labview for motion control and

    Data Acquisition

    Pitching/Flapping Wind Tunnel Model

  • 13

    Dynamic Pitch

    410*8.4

    5.5

    14

    f

    o

    A

    o

    k

    Dynamic Pitch parameters

  • 14

    Dynamic Pitch

    310*8.4

    5.5

    14

    f

    o

    A

    o

    kDynamic Pitch parameters

  • 15

    14 Degrees Dynamic Pitching up

    Jets off

    14 Degrees Dynamic Pitching up

    Jets on

    14 Degrees Dynamic Pitching down

    Jets off

    14 Degrees Dynamic Pitching down

    Jets on Vtotal [m/sec]

    Tota

    l V

    elo

    city (

    m/s

    ec)

    Tota

    l V

    elo

    city (

    m/s

    ec)

    PIV Data during Dynamic Motion

  • 16

    Hysteresis Reduction

  • 17

    Passive and Active Control

    The synthetic jet orifice (open but not actuated)

    results in reduction in hysteresis - strategic

    placement of the jet orifice can be used as a

    passive device.

  • 18

    Comparing Partial to Full Loop

    410*8.45.514 fo

    A

    o kDynamic Pitch parameters

    Jets Start at = 14o

    Activation of the flow control for only a portion

    of the dynamic pitch cycle results in the same

    performance as a full cycle actuation, but

    without the loss at low pitch angles, and with

    less input power!

  • 19

    Pulse Modulation vs. Full Loop

    410*8.45.514 fo

    A

    o kDynamic Pitch parameters

    Jets modulated at 260 Hz (F+ of 1)

    Using pulse modulation, where the jets are

    activated for only a portion of the time, results

    in a significant reduction of the hysteresis with

    a fraction of the input power.

  • 20

    Summary

    Active flow control, using synthetic jet actuators, has been shown to be

    a viable means to enhance turbine blades performance

    Using synthetic jets, the blades structural vibrations are significantly reduced during static conditions

    The effect of the synthetic jet was also explored during dynamic motion

    of the blade, where hysteresis and structural were significantly reduced

    The combination of these effects could lead to reduced maintenance

    cost and improved power output

    Thanks to Grad students: Keith Taylor (PhD student). Victor Maldonado (MS student)

    Undergrad students: Marianne Monastero, Clay Harp, Hannah Sheldon

    Research Engineer: Dr. Chia Leong

    In parallel to the experiments, we conduct numerical study, led by Prof. Onkar Sahni.

  • 21

    Tip Vibrations, = 18o, Rec = 220,000

    Baseline Actuated

  • 22

    Primary

    structural

    frequency

    Tip Vibrations, = 18o, Rec = 220,000

  • 23

    Region I: the wind speed is too low for the turbine to generate power

    Region II: (sub-rated power region): between the cut-in speed and rated speed. Here the

    generator operates at below rated power (power is proportional to the cube of wind speed)

    Region III: power output is limited by the turbine; this occurs when the wind is sufficient for

    the turbine to reach its rated output power

    Region IV: period of stronger winds, where the power in the wind is so great that it could be

    detrimental to the turbine, so the turbine shuts down.

    Typical Power Curve of Commercial Wind Turbines

  • 24

    Most large turbines (O(MWs) in rated power) use variable-speed rotors combined with active collective blade pitch to optimize energy yield and control loads.

    In Region II, turbines tend to operate at a fixed pitch using variable rotor speed to maintain an optimal tip-speed ratio and maximize energy capture.

    In Region III, the rotor operates at near constant speed and the blades are pitched to maintain the torque within acceptable limits.

    Difficulties arise in turbulent winds when excessive loading (both extreme and fatigue loads) occurs. Using current technology, it is difficult to mitigate these loads; pitching

    of the entire blade is too slow and variable rotor speed allows shedding for some of the

    high loads, but not all. The need to mitigate excessive loads has led to investigations

    of new methods of control.

    Variable-speed rotors and collective pitch are not capable of handling oscillatory or fatigue loads. These loads occur as a result of rotor yaw errors, wind shear, wind

    upflow, shaft tilt, wind gusts, and turbulence in the wind flow.

    The traditional method of pitch control uses a collective mode, in which all blades are adjusted simultaneously. Advanced methods of pitch control (cyclic pitch and

    individual pitch) are being investigated.

    Energy Optimization and Load Control

  • 25

    Cyclic pitch control varies the blade pitch angles to alleviate the load variations caused by rotor tilt and yaw errors to keep the power at a desired level

    Individual pitch control adjusts the pitch angle of each individual blade independently to minimize loads without affecting the power output.

    The goal is to create two load-reducing systems (collective pitch and individual pitch) that are independent.

    There are two major concerns when considering individual pitch control:

    1. The entire blade still must be pitched. The flow conditions along a long blade are

    not uniform and therefore pitching the entire blade may not be ideal.

    2. The pitching mechanism may be unable to act fast enough to relieve the oscillating

    loads due to wind gusts (gusts have rise times on the order of seconds and last for

    5 to 10 seconds)

    Challenges: 1. Response time requirements to counter load perturbations

    2. Larger pitch motors

    3. Power required to operate the system

    Cyclic Pitch and Individual Pitch Control