BMT Nigel Gee Ltd - PowerPoint PPT Presentation

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BMT Nigel Gee Ltd

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Title: Slide 1 Author: Steve Smith Last modified by: Procentas Created Date: 10/26/2006 3:47:20 PM Document presentation format: On-screen Show (4:3) – PowerPoint PPT presentation

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Title: BMT Nigel Gee Ltd


1
BMT Nigel Gee Ltd
  • The Transport and Installation of Concrete Wind
    Foundations
  • European Offshore Wind 2009, Stockholm
  • Mark Willbourn
  • Marketing Director

2
BMT Nigel Gee
  • Specialised in Naval Architecture and Marine
    Engineering Design Consultancy part of BMT
    Group
  • Particular expertise in specialised vessels
    high speed, low wash and vessels with excellent
    seakeeping characteristics
  • Experience in innovative new designs 80m high
    speed catamaran for US Navy and patented 220m
    Pentamaran hull form
  • gt150 vessels built to BMT NG designs up to 220
    LOA
  • BMT can provide not only design consultancy,
    structural and seakeeping analysis, etc. but also
    full construction detailed design packages for
    operators and shipbuilders and ship repair yards
    worldwide

3
Study Background
  • Gifford approached BMT NG to assist in Concrete
    Foundations study following earlier feasibility
    study on suitability for wind farm foundations.
  • BMT NGs specific task was to provide innovative
    but workable solutions to task of moving large
    foundations to wind farm sites.
  • Study work included review of
  • Structural requirements for vessel
  • Stability assessments
  • Latching mechanism
  • Towing requirements
  • Seakeeping assessments
  • Logistics analysis

4
Study Objectives
  • To provide an integrated systems approach to the
    tasks
  • Coordinate design and construction of foundation
    and installation methodology for efficient
    production
  • Use conventional concrete construction
    technology onshore
  • Maximise operational weather window for offshore
    transit and installation
  • Minimise reliance on expensive offshore heavy
    lift equipment
  • Use relatively simple barge concept for
    transport and installation

5
Concrete Foundation Design
  • Pre-stressed concrete
  • Slipformed stem
  • Reduced stem diameter at sea bed level

6
Onshore Construction Site
Offices / Workshops
Building Pads
Load Out Quay
TIB
7
Launch of Foundation
Vertical Launch Platform
8
TIB Connected Over Foundation
TIB
Base Unit
Vertical Launch Platform
9
TIB Features, for 3600 Te Foundation
  • LOA 34 m
  • Beam 32 m
  • Minimum Draft 6.2 m
  • Operating Draft 9.0 m
  • Required Water Depth with Foundation
  • Unit 11.3 m

10
TIB Features
  • Dumb barge, power only for ballast and latching
    systems
  • Unmanned barge for normal operations
  • Simple for remote operation
  • High lift and transport capacity
  • Relatively fast system

11
TIB Under Tow
Maximum Hs 3.0m
12
Operating Context
13
Seakeeping Analysis
  • Undertaken using VERES programme in-house by BMT
  • Operating criteria based on forces and motion
    limits that foundation could reasonably expect to
    withstand and safety margins
  • Motion criteria for placement of foundation on
    sea bed are significantly more restrictive
    then for transit
  • Impact force on sea bed
  • Risk of foundation bouncing on sea bed
  • Risk of distortion of prepare bed
  • Transit criteria no significant restrictions up
    to 3m significant wave height
  • Placement criteria limited to 1.25m significant
    wave height, depending on water depth

14
TIB and Foundation Placed on Sea Bed
  • TIB ballast tanks flooded under control to place
    Base Unit onto sea bed
  • Maximum significant wave height Hs 1.2m

15
TIB Disconnected
  • TIB disconnects from Base Unit
  • TIB deballasted with compressed air and towed off

16
Manoeuvring Simulations
  • Not yet completed but BMT has PC Rembrandt to
    undertake bespoke simulations to enable
    operations and tow masters to
  • Establish safe operating limits
  • Investigate tow and handling strategies
  • Assess risks for tows
  • Assess marine issues for installation and
    de-comissioning
  • Assess mooring arrangements

17
Conclusion
  • Adaptation of existing technologies can provide
    low cost solution to transport and installation
    of concrete foundations
  • Seakeeping analysis has determined that
    transport is feasible in up to 3m significant
    wave height
  • Installation is possible in up to 1.25m
    significant wave height, depending on water depth
  • Use of TIB concept could enable installation
    operations in wider weather windows
  • As foundations get larger, operating window
    extends

18
Thank You
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