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Objectives and Constraints for WindTurbine Optimization

S.Andrew Ning

National Renewable Energy Laboratory

January, 2013

NREL is a national laboratory of the U.S. Department of Energy, Office of Energy Efficiency and Renewable Energy, operated by the Alliance for Sustainable Energy, LLC.

Overview

1. Introduction 2. Methodology (aerodynamics,

structures, cost, reference model, optimization)

3. Maximum Annual Energy Production (AEP)

4. Minimum m/AEP 5. Minimum Cost of Energy (COE) 6. Conclusions

NATIONAL RENEWABLE ENERGY LABORATORY 2

Introduction

WindTurbine Design

Optimization and Uncertainty Quantification

Aerodynamic Performance

Structural Design

Control Strategy

Site Selection

Farm Layout

Capital Costs

Maintenance Costs

NATIONAL RENEWABLE ENERGY LABORATORY 4

WindTurbine Optimization

NATIONAL RENEWABLE ENERGY LABORATORY 5

Objectives

• Max P/min Mb

• Max AEP • Min COE

Design Vars

• Blade shape • Rotor/nacelle • Turbine

Fidelity

• Analytic • Aeroelastic • 3D CFD

Optimization

• Gradient • Direct search • Multi-level

WindTurbine Optimization

NATIONAL RENEWABLE ENERGY LABORATORY 6

Objectives

• Max P/min Mb

• Max AEP • Min COE

Design Vars

• Blade shape • Rotor/nacelle • Turbine

Fidelity

• Analytic • Aeroelastic • 3D CFD

Optimization

• Gradient • Direct search • Multi-level

Methodology

Model Development

1. Capture fundamental trade-offs (physics-based) 2. Execute rapidly (simple physics) 3. Robust convergence (reliable gradients)

NATIONAL RENEWABLE ENERGY LABORATORY 8

Aerodynamics

• Blade-element momentum theory

‣ hub and tip losses, high-induction factor correction, inclusion of drag

‣ 2-dimensional cubic splines for lift and drag coefficient (angle of attack, Reynolds number)

• Drivetrain losses incorporated in power curve • Region 2.5 when max rotation speed reached • Rayleigh distribution with 10 m/s mean wind

speed (Class I turbine) • Availability and array loss factors

NATIONAL RENEWABLE ENERGY LABORATORY 9

Blade Element Momentum

⌦r(1 + a 0)

plane of rotation

U1(1 - a)W

NATIONAL RENEWABLE ENERGY LABORATORY 10

a0)

a)1-U1(1-

⌦r(1 + a

Blade Element Momentum

plane of rotation

⌦r(1 +

U1(1 -W

a)a)

1 + a 0)0)

NATIONAL RENEWABLE ENERGY LABORATORY 11

Blade Element Momentum

⌦r(1 + a 0)

plane of rotation

U1(1 - a)W

NATIONAL RENEWABLE ENERGY LABORATORY 12

Blade Element Momentum

sin ¢ cos ¢f(¢) = - = 0

1 - a(¢) Ar(1 + a0(¢))

NATIONAL RENEWABLE ENERGY LABORATORY 13

Blade Element Momentum

S.Andrew Ning, “A Simple Solution Method for the Blade Element Momentum Equations with Guaranteed Convergence,” Wind Energy, to appear. CCBlade

NATIONAL RENEWABLE ENERGY LABORATORY 14

Figure 1: Example of composites layup at a typical blade section. Principal material direction of laminas, shown in brown, is skewed with respect to the blade axis. This causes bend-twist coupling as evident at the blade tip.

igure 2: Example of spar-cap-type layup of composites at a blade section F

rn

t

LD�

S ply angle

principal materialdirection

Composite Sectional Analysis

Sector 3 Sector 1

AA BB

Sector 2

Laminas schedule at AA Laminas schedule at BB

PreComp NATIONAL RENEWABLE ENERGY LABORATORY 15

Beam Finite Element Analysis

1 Z 1

i (⌘)f00Kij = [EI](⌘)f 00 j (⌘)d⌘

L30 pBEAM

NATIONAL RENEWABLE ENERGY LABORATORY 16

Panel Buckling

b

⇣ ⇡ ⌘2 Z

E(⌧ )⌧ 2

Ncr = 3.6 d⌧2b 1� ⌫(⌧ )

NATIONAL RENEWABLE ENERGY LABORATORY 17

Fatigue (gravity-loads)

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Cost Model

• Based on NREL Cost and Scaling Model • Replaced blade mass/cost estimate • Replaced tower mass estimate • New balance-of-station model

NATIONAL RENEWABLE ENERGY LABORATORY 19

Reference Geometry

• NREL 5-MW reference design • Sandia National Laboratories

initial layup • Parameterized for optimization

purposes

NATIONAL RENEWABLE ENERGY LABORATORY 20

Design Variables

Description Name # of Vars

chord distribution {c} 5

twist distribution {θ} 4

spar cap thickness distribution {t} 3

tip speed ratio in region 2 λ 1

rotor diameter D 1

machine rating rating 1

NATIONAL RENEWABLE ENERGY LABORATORY 21

ultimate tensile strain

ultimate compressive strain

spar cap buckling

tip deflection at rated speed

blade natural frequency

fatigue at blade root due to gravity loads

fatigue at blade root due to gravity loads

maximum tip speed (imposed directly in analysis)

Constraints

minimize x

subject to

J(x)

(r

f rm✏

50

i

)/✏

ult < 1, i = 1, . . . , N

(r

f rm✏

50

i

)/✏

ult > -1, i = 1, . . . , N

(✏

50

j rf - ✏

cr

)/✏

ult > 0, j = 1, . . . ,M

6/6

0 < 1.1

!

1

/(3⌦

rated

) > 1.1

0

root-gravity

/S

f < 1

0

root-gravity

/S

f > -1

V

tip < V

tip

max

ultimate tensile strength ultimate compressive strength spar cap buckling tip deflection at rated blade natural frequency fatigue at blade root (gravity loads) fatigue at blade root (gravity loads) maximum tip speed

cset(x) < 0

NATIONAL RENEWABLE ENERGY LABORATORY 22

Maximum Annual Energy Production

Why a single-discipline objective?

1. No structural model 2. No cost model 3. Organizational structure 4. Computational limitations

NATIONAL RENEWABLE ENERGY LABORATORY 24

Maximize AEP at Fixed Mass

maximize AEP (x)

with respect to x = {{c}, {✓}, �}subject to cset < 0

mblade = mc

NATIONAL RENEWABLE ENERGY LABORATORY 25

Maximize AEP at Fixed Mass

NATIONAL RENEWABLE ENERGY LABORATORY 26

AEP First

maximize AEP (x)

with respect to x = {{c}, {✓}, A}subject to V

tip < V

tip

max

NATIONAL RENEWABLE ENERGY LABORATORY 27

i

aero

< i

aero0

S

plan

< S

plan0

maximize AEP (x)

with respect to x = {{c}, {✓}, }subject to V

tip

< V

tip

max

AEP First

maximize AEP (x)

with respect to

subject to

x = {{c}, {✓}, A}V

tip < V

tip

max

i

aero < i

aero0

iaero ⌘

Z M

b

t dr

S

plan < S

plan0

(

root < (

root0

NATIONAL RENEWABLE ENERGY LABORATORY 28

minimize m(x)

with respect to x = {t}subject to c

set

(x) < 0

maximize AEP (x)

with respect to x = {{c}, {✓}, }subject to V

tip

< V

tip

max

i

aero

< i

aero0

S

plan

< S

plan0

J

root

< J

root0

AEP First

maximize AEP (x)

with respect to x = {{c}, {✓},A}subject to V

tip < V

tip

max

i

aero < i

aero0

S

plan < S

plan0

(

root < (

root0

minimize m(x)

with respect to x = {t}subject to c

set

(x) < 0

NATIONAL RENEWABLE ENERGY LABORATORY 29

mass 1st min COE

Comparison Between Methods

AEP mass COE

0

0.5

% c

hang

e

-0.5

-1

-1.5 AEP 1st

NATIONAL RENEWABLE ENERGY LABORATORY 30

Mass First minimize

with respect to

subject to

maximize

with respect to

subject to

minimize

with respect to

subject to

m(x)

x = {{c}, {t}}

cset(x) < 0

AEP (x)

x = {{✓}, �}V

tip < V

tip

max

m(x)

x = {{c}, {t}}

cset(x) < 0

NATIONAL RENEWABLE ENERGY LABORATORY 31

min COE

Comparison Between Methods

AEP mass COE

-1

-0.5

0

0.5

% c

hang

e

-1.5 AEP 1st mass 1st

NATIONAL RENEWABLE ENERGY LABORATORY 32

Minimize COE

minimize COE(x)

with respect to x = {{c}, {✓}, {t},�}subject to cset(x) < 0

NATIONAL RENEWABLE ENERGY LABORATORY 33

Comparison Between Methods

AEP mass COE

-1

-0.5

0

0.5

% c

hang

e

-1.5 AEP first mass first min COE

NATIONAL RENEWABLE ENERGY LABORATORY 34

Conclusions

1. Similar aerodynamic performance can be achieved with feasible designs with very different masses.

2. Sequential aero/structural optimization is significantly inferior to metrics that combine aerodynamic and structural performance.

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Minimum Turbine Mass / AEP

Cost of Energy FCR (TCC + BOS) + O&M mturbine

COE = ⇡ AEP AEP

NATIONAL RENEWABLE ENERGY LABORATORY 37

Vary Rotor Diameter

minimize COE(x; D) or m(x; D)/AEP (x; D)

with respect to x = {{c}, {✓}, {t}, �}

subject to cset(x) < 0

NATIONAL RENEWABLE ENERGY LABORATORY 38

Maximize AEP at Fixed Mass

NATIONAL RENEWABLE ENERGY LABORATORY 39

Tower Contributions to Mass/Cost mass cost

53%33%

14% 17%

24%

9%

38%

12%

rotor nacelle tower rotor nacelle tower bos o&m

NATIONAL RENEWABLE ENERGY LABORATORY 40

Maximize AEP at Fixed Mass

NATIONAL RENEWABLE ENERGY LABORATORY 41

Maximize AEP at Fixed Mass

NATIONAL RENEWABLE ENERGY LABORATORY 42

Fixed Mass m

fixed = mblades + m

other

NATIONAL RENEWABLE ENERGY LABORATORY 43

Fixed Mass

NATIONAL RENEWABLE ENERGY LABORATORY 44

Fixed Mass

NATIONAL RENEWABLE ENERGY LABORATORY 45

Conclusions

1. m/AEP can work well at a fixed diameter but is often misleading for variable diameter optimization

2. Problem must be constructed carefully to prevent over-incentivizing the optimizer to reduce tower mass

NATIONAL RENEWABLE ENERGY LABORATORY 46

Minimum Cost of Energy

Robust Optimization

Wind Power Class Wind Speed (50m) 3 6.4

4 7.0

5 7.5

6 8.0

7 11.9

NATIONAL RENEWABLE ENERGY LABORATORY 48

Robust Optimization

minimize < COE(x; V hub) >

where V hub ⇠ U(6.4, 11.9) with respect to x = {{c}, {✓}, {t},�, D, rating}subject to cset(x) < 0

NATIONAL RENEWABLE ENERGY LABORATORY 49

Robust Design

Vhub

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Conclusions

1. Optimization under uncertainty is important given the stochastic nature of the problem

2. Fidelity of the cost model can dramatically affect results

NATIONAL RENEWABLE ENERGY LABORATORY 51

Conclusions

Conclusions

1. Sequential (or single-discipline) optimization is significantly inferior as compared to integrated metrics

2. m/AEP can be a useful metric at a fixed diameter if tower mass is handled carefully

3. High-fidelity cost modeling and inclusion of uncertainty are important considerations

NATIONAL RENEWABLE ENERGY LABORATORY 53

Acknowledgements

• Rick Damiani

• Pat Moriarty

• Katherine Dykes

• George Scott

NATIONAL RENEWABLE ENERGY LABORATORY 54

ThankYou

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