Offshore Platform Technology

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    Offshore Platform Technology

    Dan Dolan

    MMI Engineering

    Oakland California

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    Offshore Platform Technology

    Current offshore wind power platforms The application of offshore oil and gas

    technology to offshore wind Current efforts on the development of

    design standards for offshore wind

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    Definitions

    Waterline

    Mudline

    Support

    Structure

    Tower

    Substructure

    Foundation

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    Current Practice - Monopiles Most widely used

    Very simple design

    Installations up to 16 ftdiameter

    Driven or drilled into place

    Lateral load capacity islimited

    Performs best in shallowwater

    Sites in 65 ft water depthsHorns Rev

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    Current Practice Gravity Base Structures Fewer existing applications

    Steel or concrete

    Provides some additionalinstallation options

    Seabed preparation is

    required Scour can be a problem

    Overturning is resisted

    through weight Performs best in shallow

    water

    - Sites in 30 ft water depthNysted

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    Current Practice Jackets

    Beatrice

    Fewest existing

    applications Multiple, smaller piles

    More complex designand fabrication

    Strong and stiff

    Can be used in

    deeper water sites

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    Current Distribution

    Offshore Wind Farm Installations

    0

    5

    10

    5 10 15 20 25 30 35 40 45

    Water Depth (m)

    Number

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    Concept Selection

    Concrete

    Monopiles

    Bottom

    Founded

    Gravity Base

    /Mat

    Foundations

    Pile Founded

    Self Floating Lift InstalledMultiple Pile

    Systems

    Braced

    CaissonsJackets

    Compliant

    TowersSteel

    Floating

    Tension Leg

    Platform

    Centenary

    Moored

    Spars Calm Buoys

    Bottom

    FoundedFloating

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    Floating Concepts

    Many hull shape and mooring

    alternatives

    Applicable to deep water sites

    Extends reach well beyondbottom founded concepts

    Eliminates view-shed issues

    Potentially lower CAPEX cost

    Sea keeping and rotor sensitivityto motion are key issues

    Ref Drijftwind

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    Range of Concept Applicability

    Monopiles

    Jackets Floating

    Systems

    Transition

    Depths

    Cos

    t

    Water Depth

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    Feasibility of Offshore Wind in the US Offshore wind is a proven technology

    Viable options exist today to develop offshoreresources

    Major cost reductions will likely come from EPC

    competition Innovative construction equipment and techniques

    Batch fabrication and construction

    Concept refinement will have less impact

    New concepts will expand the reach of offshore

    development

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    Offshore Oil and GasExperience

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    Technologies/Experience Over 6,000 platforms

    installed to date worldwide

    Fixed and floating

    Monopiles and complexjackets

    Rigid and compliant

    Environmental conditions

    Hurricane, wind, earthquake,

    ice, mudslide 25,000+ piles installed

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    Are all oil and gas platforms large?

    Is thisrelevant?

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    Minimal Platforms

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    Gulf of Mexico InstallationsCurrent

    ~4000 Installations

    0

    50

    100

    150

    200

    250

    300

    350

    400

    450

    500

    10 100 1000 10000

    Water depth (ft)

    Numb

    er

    (per20ftincrem

    entinW.D.)

    Caissons

    Jackets

    Compliant Towers

    Spars

    TLPs

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    Watch out for the tails

    Value

    Freq

    uency

    Load ResistanceFactor ofSafety

    Design for 50 year or 100 year storm?

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    Storm Overload Examples

    Main Pass 209A after Katrina

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    Storm Overload Examples

    Mars TLP after Katrina

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    Storm Overload Examples

    Hurricane Rita Damage

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    Storm Overload Examples

    Typhoon TLP after Rita

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    What does O&G tell us? There is no one answer

    There are central tendencies but variations aresignificant

    There are many options for low cost minimalstructures

    Simple solutions are typically more cost effective(less risky) that complex alternatives

    Major cost efficiencies will come from EPICcompetition

    Innovative construction methods and equipment

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    Code Benchmark Joint IndustryProject

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    JIP STUDY

    Objective

    Compare API and IEC standards for OWTG in US waters

    Direct comparison

    Performance requirements (50 vs 100 year storm)

    Design methodologies Reliability assessment

    Inherent levels

    Regional variability Variability with concept type

    Assess cost impact for different performancerequirements

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    Sponsors

    Germanischer Lloyd

    DNV

    ABS

    Long Island Power Authority

    FPL Energy

    BP

    UPC Wind

    Clipper Wind

    GE Wind Energy

    Southern Company

    EPRI

    National Renewable Energy Laboratories

    Minerals Management Service

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    Questions?