demonstrating keystone engineering's innovative inward battered

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1 Demonstrating Keystone Engineering's innovative Inward Battered Guide Structure (IBGS) offshore foundation concept at Hornsea Best practice for private-public cooperation Phil de Villiers 17 April 2012 Offshore Wind Accelerator (OWA)

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Page 1: Demonstrating Keystone Engineering's innovative Inward Battered

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Demonstrating Keystone Engineering's innovative Inward Battered Guide Structure (IBGS) offshore foundation concept at Hornsea Best practice for private-public cooperation Phil de Villiers 17 April 2012

Offshore Wind Accelerator (OWA)

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Agenda

1. Introduction

– Carbon Trust Offshore Wind Accelerator (OWA)

– Foundations competition for 30-60m depths

2. Keystone demonstration project

3. Conclusions

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Carbon Trust mission is to accelerate the move to a low carbon economy

Advice

We advise businesses, governments

and the public sector on their

opportunities in a sustainable, low

carbon world

Measurement

We measure and certify the

environmental impact of organisations,

supply chains and products

Technology

We help develop and deploy low carbon

technologies and solutions, from energy

efficiency to renewable power

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4 Offshore Wind Accelerator

Offshore Wind Accelerator Objective: Reduce cost of energy by 10% in time for Round 3

Joint industry project involving 8 developers + Carbon Trust

– Learn from each other

– Do more RD&D than would be possible individually

£45m programme

– £10m for collaborative R&D

– Up to £35m for demonstrations

– Carbon Trust contributes 1/3 using UK Government funding

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OWA focuses on five research areas to drive down costs

Cost of energy

Yield OPEX CAPEX

Cost of finance

Wake effects

Electrical systems

Cable installation

Access systems Foundations

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Moray Firth 1.3GW

Firth of Forth 3.5GW

Dogger Bank 9GW

Hornsea 4GW

East Anglia 7.2GW

Hastings 0.7GW West Isle of

Wight 0.9GW

Atlantic Array 1.5GW

Irish Sea 4.2GW

Source: UK Ports for the Offshore Wind Industry: Time to Act, DECC / BVG Associates, 5 February 2009, p.17; Financial Times, January 2010; Carbon Trust analysis

Projects are becoming more technically challenging Larger, further from shore, in deeper water, with bigger turbines

Mean distance to shore (km)

8

25

65

70 60 50 40 30 20 10 0

R3

R2

R1

Mean number of turbines

R1 R2 R3

35 115 600

Foundations

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70% of Round 3 wind farms will be in water depths >30m

Source: Crown Estate 2009

560

5,060

3,660

0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 Round 1, 2 and 3 potential installed capacity (MW)

Depth (m)

60-70

50-60

40-50

30-40 6,220

20-30 6,260

10-20 1,340

0-10 580

835

5,880

6,050

Round 3

Round 2

Round 1

Whereas two-thirds of current wind farms less than 20m deep

Foundations

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Turbine installation rates will need to increase dramatically Number of turbines installed per year 2003 - 20201

1,0001,000

900

700

500500

400400333

300

221150

673330302021

2020 2019 2018 2017 2016 2015 2014 2013 2012 2011 2010 2009 2008 2007 2006 2005 2004 2003

1. Number of turbines calculated from actual and forecast installed capacity figures, assuming 3MW turbines 2003 – 2013, and 5MW turbines from 2014 Source: Carbon Trust “Offshore wind power: big challenge, big opportunity”, 2008; Carbon Trust analysis 2010

One new turbine installed per day

2.5 new turbines installed per day

One new turbine installed every 11 days

Over 6,000 turbines to be installed over 10 years

Modelled

Actuals

Foundations

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Fabrication

Four foundation designs prioritised for Round 3 Objective: Reduce lifecycle cost of foundations by up to 30% in depths 30-60m

Shortlist Finalists

Keystone

Gifford / BMT / Freyssinet

SPT Offshore

Universal Foundation

Airbus A320

Source: Carbon Trust Offshore Wind Accelerator 2010, IHC

IHC

Foundations

Stage II focus

Installation

Demonstration

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Keystone’s Inward Battered Guide Structure (IBGS) ‘twisted jacket’

Foundations

Source: Keystone Engineering, Offshore Wind Accelerator 2009-12

Turbine Size

Water Depths

Geotechnical

MetOcean

Durable

Sand Waves

Suitable

for All

Round 3

Area

Conditions

Natural

Frequency

tunable for

Siemens

3.6MW

and

RePower

5MW

Suitable for varying

water depth over life

Cost Competitive within

water depth range

£ 0.6/MW

£ 0.4/MW

Area 5 Areas 3-4 Area 9

Suitable for driven pile

soil conditions

Concept tested by

Hurricane Katrina

sand

clay

Mud-stone

30 35 40 45 50 55 60

single unit

30 units

100 units

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Twisted jacket promises to be cheaper to fabricate and install Designed for 30-60m depths and Round 3 conditions

Keystone’s Inward Battered Guide Structure ‘twisted jacket’

Benefits

Foundations

Source: Keystone, Universal Foundation 2012

Less steel: 20% less than an optimised jacket Fewer welds: only 9 nodes Easier to fabricate More units per installation vessels Design scales well for larger turbines

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Agenda

1. Introduction

2. Keystone demonstration

– Mainstream, Keystone, Bladt, Hochtief

– Project execution

3. Conclusions

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Mainstream Renewable Power Co-developer of Hornsea

Offshore wind portfolio Hornsea, 4GW UK Round 3 JV partner of Siemens in SMartWind consortium

Neart na Gaoithe, 450MW

Scottish Territorial Waters Mainstream Renewable Power

Horizont, 1.2GW

German North Sea Mainstream Renewable Power

Neart na Gaoithe

Horizont

Hornsea

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Keystone Engineering Inc Inward Battered Guide Structure (IBGS) designer

Engineering consulting firm based out of Louisiana, USA

Designed two similar IBGS foundation concepts to support drilling platforms in Gulf of Mexico – both installed 2005

– ExxonMobil West Delta 30 Field Redevelopment Project

– West Delta 30 BB

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Bladt Industries Fabricator

Danish offshore wind foundation fabricator Specialists in monopiles, transition pieces, jackets Experience includes

– Anholt, Gwynt y Môr, Walney 2, London Array,Baltic 1, Belwind, Mobile Met Mast, Horns Rev 2, Egmond aan Zee, Samsø

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Hochtief EPC contractor and installer

Germany offshore wind EPC contractor Strategic partner to SMartWind at Hornsea Installation experience at

– Alpha Ventus

– Lillgrund

– Amrumbank West

– Global Tech I

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Scope of demonstration project De-risk the design as much as possible

In scope Fabrication of

– Inward battered guide structure

– Central caisson

– Piles Installation of

– Central caisson

– Inward battered guide structure

Driving the angled piles Measuring loadings

Out of scope Pre-installed piles in inward battered guide structure

– Not possible given the vessel crane capacity

Shotcrete node

– Only required for turbines – and certified by DNV

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Responsibilities

Funders Designers EPC contractor Operator

Foundation Monitoring Topside

Fabrication Installation

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Project schedule Less than 9 months from design to installation

2010 2011

Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct

Project idea

Letters of intent

Contracts signed

Design

Fabrication

Installation

Monitoring

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Fabrication Caisson sleeve and battered pile sleeve

Source: Jan Matthiesen, Carbon Trust 2011

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Source: Keystone Engineering 2009; Heiko Lindenthal, REpower 2011; Mainstream 2011; SeaEnergy 2011

Transporting the IBGS to Rotterdam

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Lifting the inward battered guide structure

Source: Zachary Finucane, Keystone Engineering 2011

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Installing the IBGS onto the central caisson

Source: Zachary Finucane, Keystone Engineering 2011

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Installing the P1s

Source: Zachary Finucane, Keystone Engineering 2011

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Driving the P2s No issues driving the piles

Source: Zachary Finucane, Keystone Engineering 2011

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Successfully installed at Hornsea October 2011

First foundation installed for Round 3

Source: Mainstream Renewable Power 2011

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Potential design improvements For consideration

Fabrication

– Optimise plate transitions to streamline fabrication

– Develop serial fabrication production lines for fabrication yards

Installation

– Consider pre-installing central caissons

– Specify single piles if vessel has sufficient lift capacity

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What next?

Ambition is to demonstrate the twisted jacket supporting a turbine, ideally

– 2013 or 2014

– 5MW+ turbine

– 30m+ water depth

– North sea metocean conditions

Source: SeaEnergy, 2011

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Agenda

1. Introduction

2. Keystone demonstration

3. Conclusions

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Conclusions Keystone Engineering „twisted jacket‟

Fabricator feedback

– Keystone should be 20% cheaper to fabricate than optimised jackets

– IBGS is well-suited to serial fabrication

– Keystone should be safer to manufacturer as it is fabricated horizontally, not vertically

Installer feedback

– Keystone should be as least as quick to install as an optimised pre-piled jacket

– We see scope for optimising the installation process

Keystone feedback

– Design improvements have been identified that should make the design cheaper to fabricate and install

Source: Project lessons learned workshop, 2012

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Conclusions Private-public cooperation

Joint industry projects like OWA can be effective at identifying new innovations to address specific technical challenges

However, commercialising new innovations requires demonstration – and there is a shortage of demonstration sites

– Capacity, consents, schedule are major issues

Policy makers can address this in two ways

1. Accelerating development of European test centres; or

2. Aligning innovation needs with commercial projects can unlock demonstrations

The first is likely to require changes to planning regimes

The second requires public funding and industry collaboration to ensure that rewards compensate for additional commercial risks

Joint industry projects ensure that the ideas most relevant to industry are tested, increasing the probability of success for commercialisation

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Questions Phil de Villiers Offshore Wind Accelerator Manager, Carbon Trust [email protected]

Offshore Wind Accelerator (OWA)