Westpoint Building 4 | De Brauwweg 24-30 | 3125 AE Schiedam | The Netherlands | www.kci.nl | info@kci.nl

A Brief Introductionto KCI’s Project Support Capabilities

Renewables

2013

Who we are

• History– Founded in 1987 – Originally Oil and Gas engineering services– Renewables engineering services since 2006

• Ownership– Family owned untill 2003– Part of Wood Group (UK) till 2008– Management buy-out as of 2008, privately owned

• At a glance– Succesfull engineering company (approx. 160 pax)– Innovative solution provider– Operates as a partner with the client

D

UK

NL

Hydrodynamics

Our mission

• Our Vision; In the high demand for offshore energy KCI sets the development standard with their team of highly qualified professionals in the next 5 years

• Our Mission; Enable technically and economically challenging developments through innovation!

• Our strength is early involvement from first concept to execution and commissioning for all engineering disciplines. Beyond that we give full support in small and large maintenance or upgrade projects.

• Our proof of the high standard of work that KCI is used to provide is the long term client relations based on repeat business with them.

‘’KCI employees are hardcore engineers. They produce thorough work and take ownership of our problems. They are a natural

extension of our organization’’

Arie Berkman – Hertel Defense & Offshore

General approach

OWT Foundations Cable installation AC Substation DC Sub stationEquipment & Design

Owners Engineering: GlobalTech 1

Scope:

Owner’s Engineering support / interface support

- Turbine foundation designer & fabricator

- project engineering support offshore

Other Owners Engineering Projects:

- Thornton Bank (BE)

- Nord See Ost (GE)

-Gwynt-y-Mor (UK)

-Luchterduinen (NL)

Foundation Design: Hochse, He Dreith II, Hohe See

Hochse & He Dreith II

Scope: Concept Design

WTG substructure & foundation design

- 3 and 4 legged jacket

- Water depth: 22 – 39 m

- weight reduction: 110 mT

Hohe See

Scope: Feed, Basic & Detailed Design

WTG substructure & foundation design

- 3 legged jacket

- Water depth: 39 – 40 m

Transportation & Installation Engineering: Gwynt-y-Mor

For the logistics KCI have advised the client based on our in house developed logistics tool TILT. For the installation KCI developed an innovative

monopile guiding tool to position and place the monopoles.

Other Installation Engineering Projects:

- BARD Ofsshore I – Complete WTG Installation

- Global Tech1 – Foundation Installation & Analysis

Installation Engineering for Van Oord – Time-domain Installation Analysis

Scope• Tender & Project support• Design Loads• Workability Optimization• Stabbing Procedure• Smart Rigging design• Range of supporting activities relating to

operations• Modeling of jack-up motions, crane

motions, lifting wires, spreader etc

Sf Sf Sf90 1.00 1.04 1.09 90 0.91 1.05 1.05 90 0.89 1.00 1.0660 0.97 1.06 1.06 60 0.95 1.03 1.11 60 0.92 0.99 1.0530 1.02 1.09 1.04 30 0.93 1.01 1.1 30 1.00 1.02 1.070 1.01 1.05 1.10 0 0.96 1.05 1.1 0 0.89 1.03 1.07

Wdir/Tp 4.4 5.7 6.7 Wdir/Tp 5.1 6.6 7.7 Wdir/Tp 5.7 7.4 8.7Tp1 Tp2 Tp3 Tp1 Tp2 Tp3 Tp1 Tp2 Tp3

Hs = 1.5 m Hs = 2 m Hs = 2.5 m

X

YZ8 m

OrcaFlex 9.5b: Hs2Tp5 1Wdir60Vw12Vc0 25Seed1.sim (modified 10:36 PM on 5/8/2012 by OrcaFlex 9.5b) (azimuth=312; elevation=35)Replay T ime: 18.95s X

Z9 m

OrcaFlex 9.5d: BASE_02_LowFullClosedHs2.5T p7.4Wdir30Vw12Vc0.25Seed2.sim (modified 12:50 AM on 5/23/2012 by OrcaFlex 9.5b) (azimuth=270; elevation=0)Replay T ime: 362.00s

0 to 1 1 to 2 2 to 3 3 to 4 4 to 5 5 to 6 6 to 7 7 to 8 8 to 99 to 1010 to 1111 to 1212 to 1313 to 1414 to 1515 to 160.5 1.5 2.5 3.5 4.5 5.5 6.5 7.5 8.5 9.5 10.5 11.5 12.5 13.5 14.5 15.5

5.00-5.25 5.125 0 0 0 0 0 0 0 3 37 122 195 52 1 7 0 0 4174.75-5.00 4.875 0 0 0 0 0 0 0 5 84 194 243 40 0 7 0 0 5734.50-4.75 4.625 0 0 0 0 0 0 0 15 152 327 237 30 0 8 0 0 7694.25-4.50 4.375 0 0 0 0 0 0 0 37 248 401 234 5 0 5 0 0 9304.00-4.25 4.125 0 0 0 0 0 0 0 97 384 618 247 8 0 5 0 0 13593.75-4.00 3.875 0 0 0 0 0 0 15 273 737 761 137 1 0 5 0 0 19293.50-3.75 3.625 0 0 0 0 0 0 41 514 1019 787 91 1 0 12 0 0 24653.25-3.50 3.375 0 0 0 0 0 0 96 1009 1271 779 66 1 0 8 0 0 32303.00-3.25 3.125 0 0 0 0 0 5 366 1448 1617 645 49 5 0 4 0 0 41392.75-3.00 2.875 0 0 0 0 0 36 772 2163 1741 526 31 20 0 5 0 0 52942.50-2.75 2.625 0 0 0 0 1 138 1646 2828 1800 368 28 10 3 9 0 0 68312.25-2.50 2.375 0 0 0 0 1 481 2938 3524 1827 301 38 5 12 6 0 0 91332.00-2.25 2.125 0 0 0 0 16 1495 4312 3900 1733 297 80 19 9 1 0 0 118621.75-2.00 1.875 0 0 0 0 205 3423 4896 4125 1648 342 130 49 3 0 0 0 148211.50-1.75 1.625 0 0 0 2 1187 5351 5799 4369 1464 413 185 45 14 0 0 0 188291.25-1.50 1.375 0 0 0 35 3887 6175 6322 4665 1915 737 212 41 4 0 0 0 239931.00-1.25 1.125 0 0 0 541 8074 6828 7725 5291 2125 502 62 10 0 0 0 0 311580.75-1.00 0.875 0 0 9 4233 9479 8767 7526 4533 1301 150 19 6 0 0 0 0 360230.50-0.75 0.625 0 0 456 #### 8867 7472 4691 1799 249 25 18 6 1 0 0 0 357740.25-0.50 0.375 0 81 2299 5964 7332 2948 1303 262 51 6 7 4 1 3 2 2 202650.00-0.25 0.125 3 146 1436 2109 1435 472 127 46 25 29 17 0 0 0 0 0 5845Alle 3 227 4200 #### #### #### #### #### #### 8525 2718 693 102 114 2 2 236688

Total UptimeTotal Downtime 55342

76.6%23.4%

181346

Case_01 Lifting Tp [s]

Hm0 [m]

300

400

500

600

700

800

900

1000

1100

1200

1300

-10 0 10 20 30 40

Max Crane Wire Tension [kN]

Submerged depth [m]

Lift Height vs Max Crane Wire Tensionfor Hs =2.0 @ 60 deg - All Tp - All seed

Tp 5.1 / Seed 1

Tp 6.6 / Seed 1

Tp 7.7 / Seed 1

Tp 5.1 / Seed 2

Tp 6.6 / Seed 2

Tp 7.7 / Seed 2

Tp 5.1 / Seed 3

Tp 6.6 / Seed 3

Tp 7.7 / Seed 3

Scope:

• Deck Lay out Design

• Cable Lay Analysis - all stages

• Green water Analysis

• (patented) Heave Compensated Overboarding Chute Design

– Hydraulic Specs

– Structural Design

– Capability Report

– Workability Optimization

Cable Lay Analysis: Northern North See Project

Deck layout Design: Cable One, Gjoa, Brittned...

Subsea Cable Design and Installation

• Hardware/equipment design– Vessel lay-outs & modifications

• Cables– Cable lay analyses– Cable lay procedures

• Installation engineering and management– Field engineering / site rep’s

• Permit support

Offshore Substations: Riffgat & Dan Tysk Projects

Scope:Concept, Basic & Detailed Design

- Process, Piping, Structural, Mechanical- MV & LV E&I

Metmasts: RWE - Tromp Binnen and Nord See Ost

Scope:Owner’s Engineering Support:- Design Review- Prequalification / Bid Review - Fabrication- Installation- Commissioning

Dan Tysk, Germany

Scope: Concept Design

- WTG substructure & foundation design

- Water depth: 21 – 29 m

- 3.6 / 5 MW turbines

Undisclosed

Scope: Concept Design

- WTG substructure & foundation design

- Water depth: 60 m

- 6 MW turbines

BARD - Wind Farm Rotor Installation Engineering

Scope• Floating Stability Analysis• Marine Engineering• Hydrodynamic Response (RAO)• Rotor Tip Wave contact Analysis • Workability Optimization Analysis • Site Specific Assessments• Dynamic Lifting Analysis Rotor• Deck Lay-out and Deck strength• Operational procedures• Rotor offloading and deck fixation

Thornton Bank

Scope:

Owner’s Engineering support / interface management

- Certifying Authority (DNV)

- Turbine foundation designer

- Turbine supplier

NordSee Ost

Scope:

Owner’s Engineering support / interface management

- Certifying Authority (GL)

- Turbine foundation designer/fabricator

- Turbine supplier

Project Services

Projects are supported with specialists in:

– Procurement & expediting• Vendor Document control

– Project planning

– Fabricator management & support

– Installation management & support

– Permit support

– Owner’s engineering support