kci presentation renewables
TRANSCRIPT
Westpoint Building 4 | De Brauwweg 24-30 | 3125 AE Schiedam | The Netherlands | www.kci.nl | [email protected]
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