uwe schmidt paulsen - sintef

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1 st DeepWind 5 MW baseline design 9 th Deep Sea Offshore Wind R&D Seminar 19-20/01/2012 Trondheim, Norway Uwe Schmidt Paulsen a [email protected] Luca Vita a Helge A. Madsen a Jesper Hattel b Ewen Ritchie c Krisztina M. Leban c Petter A. Berthelsen d Stefan Carstensen e a Technical University of Denmark DTU, Wind Energy Department P.O.Box 49, Dk-4000 Roskilde, Denmark b Technical University of Denmark DTU MEK, Nils Koppels Allé B404, Dk-2800 Lyngby, Denmark c Ålborg University Department of Energy Technology, Pontoppidanstræde 101, 67, Dk-9220 Ålborg, Denmark d Marintek, P.O.Box 4125 Valentinlyst, NO-7450 Trondheim, Norway e DHI, Agern Allé 5 DK-2970 Hørsholm, Denmark

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Page 1: Uwe Schmidt Paulsen - SINTEF

1st DeepWind 5 MW baseline design

9th Deep Sea Offshore Wind R&D Seminar19-20/01/2012

Trondheim, Norway

Uwe Schmidt Paulsena

[email protected]

Luca Vitaa Helge A. Madsena Jesper HattelbEwen Ritchiec Krisztina M. Lebanc Petter A. Berthelsend

Stefan Carstensene

a Technical University of Denmark DTU, Wind Energy Department P.O.Box 49, Dk-4000 Roskilde, DenmarkbTechnical University of Denmark DTU MEK, Nils Koppels Allé B404, Dk-2800 Lyngby, Denmark

cÅlborg University Department of Energy Technology, Pontoppidanstræde 101, 67, Dk-9220 Ålborg, DenmarkdMarintek, P.O.Box 4125 Valentinlyst, NO-7450 Trondheim, Norway

eDHI, Agern Allé 5 DK-2970 Hørsholm, Denmark

Page 2: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

• Introduction

• Rotor and Blades Design

• Floating Platform

• Subsea Generator technology

• Design evaluation

• Conclusions

1st DeepWind 5 MW baseline design2 25/01/2012

Agenda

Page 3: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

• Introduction– Design Constraints– Environmental Loads– 1st Design Assumptions

• Rotor and Blades Design

• Floating Platform

• Subsea Generator technology

• Design evaluation

• Conclusions

1st DeepWind 5 MW baseline design3 25/01/2012

Agenda

Page 4: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Introduction

Design Constraints

1st DeepWind 5 MW baseline design4 25/01/2012

Page 5: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Introduction

Environmental Conditions Loads• Current Force Magnus force• Wave Loads Morrison formulation • Wind Loads Wind shear• 3 sea states define the environment at Hywind site • Evaluation of loads

1st DeepWind 5 MW baseline design5 25/01/2012

Conditions as per NORSOK:Surface current(Wind and Waves): ~0.7 m/sHs 14m & TP 16s {3h|Prob ~10-2}Wind speed <25 m/s

Page 6: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Introduction

1st Design Assumptions

1st DeepWind 5 MW baseline design6 25/01/2012

Page 7: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Introduction

1st Design Assumptions

1st DeepWind 5 MW baseline design7 25/01/2012

Page 8: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Introduction

1st Design Assumptions

1st DeepWind 5 MW baseline design8 25/01/2012

•Dynamic stall neglected•Atmospheric turbulence not considered•Evaluation of loads with 3 DOF•No mooring

Page 9: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

• Introduction

• Rotor and Blades Design– Rotor design– Blade design

• Floating Platform

• Subsea Generator technology

• Design evaluation

• Conclusions

1st DeepWind 5 MW baseline design9 25/01/2012

Agenda

Page 10: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Rotor and Blades Design

Rotor Design

1st DeepWind 5 MW baseline design10 25/01/2012

0

1

2

3

4

5

6

0,0 0,5 1,0 1,5 2,0 2,5H/(2R0)

Sref/R0**2demo

Sref/(sR0) demo

Sref/R0**2

(Sref/sR0)

DeepWind 5 MW

EOLE 4 MW (1.5,25)

GeometryRotor radius (R0) [m] 63.74H/(2R0) [-] 1.016Solidity ( σ =Nc/R0) [-] 0.23Swept Area [m2] 10743

Page 11: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Rotor and Blades Design

Rotor Design

PerformanceRated power [kW] 5000Rated rotational speed [rpm] 5.26Rated wind speed [m/s] 14Cut in wind speed [m/s] 5Cut out wind speed [m/s] 25

1st DeepWind 5 MW baseline design11 25/01/2012

0 5 10 15 20 250

1000

2000

3000

4000

5000

0.1

0.2

0.3

0.4

0.5

Wind speed �m�s�

Pow

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Page 12: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Rotor and Blades Design

Blade Design

1st DeepWind 5 MW baseline design12 25/01/2012

Pultrusion:

Constant chord over lengthLow manufacturing cost +Structural strength for thin profiles -

.:. Structural stiffeners to improve strength in blade cross section

5 MW blade section, chord 7.45 m Rotor shape:

Gravity and centrifugal loads are important for VAWT rotor blade shape designPultrusion for Troposkien design over/under dimension the blade at different sections along the blade pathPresent design not fully shape optimized due to less rigidity at low blade weightChange of loads for taking into account for gravity over centrifugal loading

Page 13: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Rotor and Blades Design

Blade Design

1st DeepWind 5 MW baseline design13 25/01/2012

EOLE 4MW , 2.4 m chordGRP and Steel

DeepWind 5 MW 1st design, 7.45 m chordAll GRP

Page 14: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Rotor and Blades Design

Blade Design

1st DeepWind 5 MW baseline design14 25/01/2012

Blade length: 189mBlade weight: 154tonsBlade thickness: 18%

Rotor blade loads prediction:taking high gravity load into account

My

Load reduction

Next design iteration:

.:. Change to slightly increased rpm results in a lighter rotor

.:. Sectionalize into blade with different thickness and chord lengths

Page 15: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

• Introduction

• Rotor and Blades Design

• Floating Platform

• Subsea Generator technology

• Design evaluation

• Conclusions

1st DeepWind 5 MW baseline design15 25/01/2012

Agenda

Page 16: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Floating Platform

1st DeepWind 5 MW baseline design16 25/01/2012

O

Sea bed

Sea Level

H3

H1

H

R

Total length (HP=H1+H2+H3) [m] 108Depth of the slender part (H1) [m] 5Radius of the slender part (RT) [m] 3.15Length of the tapered part (H2) [m] 10Length of the bottom part (H3) [m] 93Maximum radius of the platform (RP) [m] 4.15

Theave, Tpitch, Troll >Twave (5-25 s)

Sufficient stiffness in roll and pitchAcceleration should be limited

Sufficient buoyancy for payload

Sufficient vertical stiffness

H2

6-DOF

Page 17: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

• Introduction

• Rotor and Blades Design

• Floating Platform

• Subsea Generator technology- Generator state of the art- Design approach- First iteration dimensions of 5 MW direct drive generator

• Design evaluation

• Conclusions

1st DeepWind 5 MW baseline design17 25/01/2012

Agenda

Page 18: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Subsea Generator technology

Generator state of the art• possible solutions

– SCIG - Squirrel Cage Induction Generator (Radial Flux RF)– DFIG – Doubly Fed Induction Generator(Radial Flux RF) – EESG - Electrically Excited Synchronous Generator (Radial Flux RF)– PMSG - PM Synchronous Generator(Radial Flux RF)– TFPM - Transverse Flux PM Generator – AFPM – Axial Flux PM Generator

• Advantages and disadvantages of candidates were investigated

• SWOT analysis was performed to filter the list down to:Synchronous PM (radial flux)Synchronous Electrically excited (radial flux)Transverse flux PM

1st DeepWind 5 MW baseline design18 25/01/2012

Page 19: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Subsea Generator technology

Generator state of the art• possible solutions

– SCIG - Squirrel Cage Induction Generator (Radial Flux RF)– DFIG – Doubly Fed Induction Generator(Radial Flux RF) – EESG - Electrically Excited Synchronous Generator (Radial Flux RF)– PMSG - PM Synchronous Generator(Radial Flux RF)– TFPM - Transverse Flux PM Generator – AFPM – Axial Flux PM Generator

• Advantages and disadvantages of candidates were investigated

• SWOT analysis was performed to filter the list down to:Synchronous PM (radial flux)Synchronous Electrically excited (radial flux)Transverse flux PM

1st DeepWind 5 MW baseline design19 25/01/2012

Page 20: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Subsea Generator technology

DeepWind Generator design approach• Design algorithms for the machines was implemented in code language

– Usual design rules for power station generators were applied(also subsea environment)

– Output from design approach:» Dimensions of generator» Mass of active and inactive materials» Losses

• For given output, the RP ~RPM-1

• For lower RPM, number of poles increases, so the leakage field (thereby decreasing efficiency). This effect will be minimized by optimization measures of the magnetic field.

• Though cooling conditions are unknown, thermal effects for each candidate are simulated for design rules.

• Power electronic converter features multi kilovolt connection• Control of shaft speed for control of power flow

1st DeepWind 5 MW baseline design20 25/01/2012

Page 21: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Subsea Generator technologyFirst Iteration Dimension for 5 MW Direct Drive Generator• 5 MW mechanical power at estimated 5.26 rpm and 9.1 MNm shaft

torque render a 400 pole 17.53 Hz transverse flux generator design with a pole pitch of around 7.85cm

– This corresponds to an air-gap diameter of around 10 m outer diameter of around 10.5 m, with a core length of around 1.4 m.

– Mass of Copper, Iron and permanent magnet materials of around 90 metric tons

– Design fits reasonable with the platform design

1st DeepWind 5 MW baseline design21 25/01/2012

Page 22: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

• Introduction

• Rotor and Blades Design

• Floating Platform

• Subsea Generator technology

• Design Evaluation

• Conclusions

1st DeepWind 5 MW baseline design22 25/01/2012

Agenda

Page 23: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Design evaluation

• Design of floating turbine and platform system evaluated with HAWC2– Combinations of different direction of waves and currents with

respect to wind direction for analysis of loads

• Main results:– Platform stability shows that the large inertia of the rotor affects the

pitch and the roll mode towards a large natural period– Rotor inclination less than 12º in combinations of wave and currents

relative to wind direction and inclination less than 6º in still water– The tower section at sea water level displaces for the most critical

situation about 2 tube diameters both along and perpendicular to wind direction, for still water 1.7 and 0.1 tube diameters, respectively

– Maximum loads calculated occur at the larger values of the wave height (most critical sea state). SF of 2

– Mean loads are depending on currents direction. SF of 4.

1st DeepWind 5 MW baseline design23 25/01/2012

Page 24: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

• Introduction

• Rotor and Blades Design

• Floating Platform

• Subsea Generator technology

• Design evaluation

• Conclusions

1st DeepWind 5 MW baseline design24 25/01/2012

Agenda

Page 25: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Conclusions

• A first iteration design of the 5 MW DeepWind baseline design for Darrieus type floating wind turbine

• Water depths of minimum 150 m is needed to operate the turbine

• The design specifications are circulated amongst the partners of the DeepWind consortium for further iteration in the work packages and for referencing improvements on sub-components level against the baseline design

• Results from the evaluation show that design space issues are still open for improvements

1st DeepWind 5 MW baseline design25 25/01/2012

Page 26: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Conclusions

Next steps in DeepWind project• To carry out next iterations with reference to baseline design

• To integrate results in the code – model testing of currents and wave loads on a rotating cylinder– Turbulence effects– Dynamic stall– Mooring

• To establish a 1 kW demo turbine to be launched in Roskilde fjord by March 2012

• To conduct testing

• To show the turbine/videos during the EWEC 2012 CPH conference

1st DeepWind 5 MW baseline design26 25/01/2012

Page 27: Uwe Schmidt Paulsen - SINTEF

DTU Wind Energy, Technical University of Denmark

Thanks to DeepWind consortium EU

1st DeepWind 5 MW baseline design27 25/01/2012