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SBM - FPSO Research Forum

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SBM research forum
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Disconnectable FPSO for Deepwater Fields in the Gulf of Mexico Yong Luo SBM Atlantia April. 25 2007
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  • Disconnectable FPSO for Deepwater Fields in the Gulf of Mexico

    Yong LuoSBM Atlantia

    April. 25 2007

  • INTRODUCTIONCONCEPT OVERVIEW

    VESSEL/TOPSIDES

    TURRET

    MOORINGS

    RISERS

    SUMMARY

  • DISCONNECTABLE FPSODISCONNECTABLE FPSO

    Confidential

  • FPSO UPDATESFPSO UPDATES

    Over 100 FPSOs in every other regions of the world from West of Africa to Northern Atlantic Margin;

    Water depths from 20 meters (Chang Qing Hao) in South China Sea to 1,853 meters (Seillean) Offshore Brazil;

    Vessel sizes from a mire 50,000 bbl to 2,000,000 bbl storage;

    Production rates from 11,000 bbl/d to 200,000 bbl/d;

    Maximum number of risers up to 45, now 75 for P53;

    FPSO has been proven to be a versatile system for all regions and conditions.

  • FPSO has storage capacity and can operate independently in areaswithout pipeline networks.

    FPSO has cost advantage over other floating production platforms.

    FPSO utilizes the VLCC tanker hull form that can be newly constructed in one of the many experienced shipyards or converted from a large pool of supply of tanker fleet.

    FPSO provides ample deck space for topsides processing equipmentand crude storage capacity that makes it independent of pipelines.

    FPSO is highly mobile and can be re-deployed to another field without extensive modifications.

    FPSO FPSO FEATURES AND ATTRACTIONS FEATURES AND ATTRACTIONS

  • Geographic Distribution of FSO/FPSO Projects

    Geographic Distribution of FSO/FPSO Projects

    SBM involvement in 52 FSO/FPSO projects Worldwide FPSO fleet today: 121 units

    50 units owner by Contractors

    28

    1

    11

    7

    12

    22

    AfricaEurope/RussiaAsia/Far EastMiddle EastAmericasAustralia

  • Environmental and Regulatory Requirements First FPSO project in Gulf of Mexico New combination of existing, proven technology

    Large Pipeline Infrastructure Tie-in to pipeline network Storage onboard and offload to shuttle tanker

    Deepwater Fields Vessel Station Keeping Flexible Riser and SCR Limits

    High Pressure and Temperature Reservoirs Disconnection Equipment Flexible Riser Limits

    SPECIAL DESIGN ISSUES FOR GOM FPSOSPECIAL DESIGN ISSUES FOR GOM FPSO

  • PERMANENT VS DISCONNECTABLEPERMANENT VS DISCONNECTABLE

    Simpler turret mooring system Smaller mooring size Permanent riser connection

    Autonomous evacuation from site No abandonment of unit/oil storage Riser motions reduced during hurricane Safe: possibility to avoid hurricane

    PROS

    CONS

    Permanent MooringDisconnectable Mooring

    Must survive hurricane Heavy mooring system Offshore modifications Insurance for total loss

    Disconnect system required

  • INTRODUCTION

    CONCEPT OVERVIEWVESSEL/TOPSIDES

    TURRET

    MOORINGS

    RISERS

    SUMMARY

  • Disconnectable / re-deployable system targeting: Marginal Field Development Early Production System (EPS) Full Field Development

    Disconnectable Turret Mooring System

    Existing double hull tanker

    Offloading to shuttle tanker or oil pipeline

    Capable of receiving oil (hub function)

    Gas export by pipeline

    GoM FPSO Concept OverviewGoM FPSO Concept Overview

  • Field Development Design Basis:

    Design Life: 15 years

    Design water depth: 5,000 - 10,000 ft

    Produced gas (associated) consumed; excess exported via (small) diameter pipeline to nearest deepwater gas pipeline

    Oil export by shuttle tanker, with option for pipeline export

    Concept Overview Concept Overview Design ValuesDesign Values

  • Connection/Disconnection Design BasisConnection/Disconnection Design Basis

    0.8 m/s26 m/s12.5 s8.1 mEquivalent to 100 yr Winter Storm

    2.5 m/s56.7 m/s16.5 s18.3mEquivalent to 1000 yr Hurricane

    Survival Design Criteria for Buoy Disconnected from Vessel

    2.4 m/s11.8 m/s8.2 s2.8 mOr, Equivalent to 100 yr Loop Current Event

    2.3 m/s46.1 m/s14.9 s14.6mEquivalent to 100 yr Hurricane

    Maximum Design Criteria for Buoy Disconnected from Vessel

    2.5 mTurret Equipment Design Criteria

    Maximum Design Criteria During Reconnection

    2.4 m/s11.8 m/s8.2 s2.8 mOr, Equivalent to 100 yr Loop Current Event

    Maximum Design Criteria for Disconnection

    0.8 m/s26 m/s12.5 s8.1 mEquivalent to 100 yr Winter Storm

    Maximum Design Criteria for FPSO Connected Condition

    Current(m/sec)

    Wind(m/sec)

    Period(sec)

    Wave Hs

    (m)

  • INTRODUCTION

    CONCEPT OVERVIEW

    VESSEL/TOPSIDESTURRET

    MOORINGS

    RISERS

    SUMMARY

  • HULL/TOPSIDES COMPONENTSHULL/TOPSIDES COMPONENTS

    Oil Separation LPOil Separation HP

    Gas Process

    Flare Stack

    Gas Compression

    Gas Treatment

    Water InjectionWater TreatmentPower Generation

    Equip, storage, util.

  • Typical Modular Concept

  • Required storage capacity

    Required deck space

    Shuttling philosophy

    Stability

    Global strength

    Fatigue and design life

    Freeboard in fully loaded condition (green water prevention or protection)

    Minimum draft in ballast condition (wave slamming)

    VESSEL DESIGN CONSIDERATIONS

  • INTRODUCTION

    CONCEPT OVERVIEW

    VESSEL/TOPSIDES

    TURRETMOORINGS

    RISERS

    SUMMARY

  • Field-proven mooring technology: China/Australia (typhoon/cyclone area) Newfoundland (ice conditions)

    Possibility to avoid hurricane design conditions Free weathervaning system Controlled-disconnection system min. downtime All reconnection equipment onboard

    Turret Moored Option

  • Disconnectable Turret Mooring Systems

    System 1 System 2:Buoy Turret Mooring (BTM) Riser Turret Mooring (RTM)

    Disconnectable Turret Moored FPSODisconnectable Turret Moored FPSO

  • BTM System: Internal turret system Disconnected buoy: approx. 50m below

    MSL Riser buoy disconnection:

    Planned disconnection (typically: 6 hr.) Emergency disconnect (typically: 15 min.)

    Location ESD/connectorsHuizhou, 1988 Xijiang, 1992

    Disconnectable Turret Moored FPSO

  • White Rose BTM System: Offshore Newfoundland Design environmental conditions:

    Wave (Hs) 15.5 m (Tp: 12-16 sec) Wind (1-hr) 35.2 m/sec Current 1.32 m/sec

    12 risers / 121 m WD Possibility for rapid disconnection

    Disconnectable Turret Moored FPSO

  • RTM System: External turret system

    Disconnectable Turret Moored FPSO

  • Enfield RTM System: Offshore NW Australia Design environmental conditions:

    Wave (Hs) 15.5 m (Tp: 12-16 sec) Wind (1-hr) 35.2 m/sec Current 1.32 m/sec

    Total of 11 risers Scheduled for installation in 2006

    Disconnectable Turret Moored FPSO

  • SBM Disconnectable Turret ExperienceSBM Disconnectable Turret Experience

    External turrets (RTM Riser Tower Mooring) Jabiru Venture FPSO W. Australia 1985 RTM Skua Venture FPSO W. Australia 1991 RTM Griffin Venture FPSO W. Australia 1993 RTM Cossack Pioneer FPSO W. Australia 1993 RTM Enfield FPSO W. Australia 2005 RTMInternal turrets (BTM Buoy Turret Mooring) NHFX FPSO ACT China 1988 BTM NHKT FPSO Phillips China 1992 BTM White Rose FPSO Canada 2003 BTM

  • Disconnectable turret system: Fluid connectors/disconnectors

    Max. rating: 6,500 10,000 psi. Located in ventilated area or at main deck level

    Structural connector Max. loads/moments

    OptionsOptions

    TURRET

    QC/DC

    QC/DC Valves

    ESD ValveRiser Termination

    Jacks

    MAINMAINCONNECTORCONNECTOR

    RiserStopper

    ChamberSeals

    ExpansionJoint(SeawaterBarrier)

  • BTM CONFIGURATIONBTM CONFIGURATION

  • INTERNAL TURRET GENERAL ARRANGEMENTINTERNAL TURRET GENERAL ARRANGEMENT

    Riser with isolation valves in connected condition on vessel deck

    Riser handling winch

    Chain Jack

    Structural Connector

    Riser with isolation valves in disconnected condition on the buoy

  • INTRODUCTION

    CONCEPT OVERVIEW

    VESSEL/TOPSIDES

    TURRET

    MOORINGS RISERS

    SUMMARY

  • Mooring system designed according to API RP 2SK/2SM

    Mooring system is capable of withstanding 100 year return winter storm and 100 year return hurricane, i.e. no disconnection except hurricane conditions

    3 x 3 mooring spread

    Chain/polyester/chain combination or Chain/wire/chain

    Polyester does not touch seabed during any operating conditions

    MOORING DESIGNMOORING DESIGN

  • MOORING DESIGNMOORING DESIGN

  • MOORING DESIGNMOORING DESIGN

  • INTRODUCTION

    CONCEPT OVERVIEW

    VESSEL/TOPSIDES

    TURRET

    MOORINGS

    RISERSSUMMARY

  • Flexible risers -Maximum riser size for 8,000 ft water depth @10,000 psi being investigated

    Hybrid risers -Design of steel catenary riser system with flexible risers at top to accommodate buoy disconnection

    Riser tower(s) -Single riser tower with multiple risers or Individual riser tower for each riser

    Hybrid tower riser Midwater buoy tethered to seabed

    Riser Design OptionsRiser Design Options

  • Flexible or SCR SolutionFlexible or SCR SolutionBuoy Disconnected in 1000 yr HurricaneBuoy Disconnected in 1000 yr Hurricane

  • Riser SLOR SolutionRiser SLOR Solution

  • Riser Tower Description

  • Model TestingModel Testing

    Objectives

    To verify in-place mooring system design To check buoy stability in severe hurricane and loop current

    condition when disconnected

    To simulate disconnection process To predict re-connection load

  • Model Testing Model Testing Vessel ModelVessel Model

  • Model Testing Model Testing Buoy ModelBuoy Model

  • Model Testing Model Testing TruncationTruncation

  • Model Testing Model Testing InIn--place Conditionplace Condition

    9 Model Tests Overview: The Key Tests (1/4)

    Connected tests (100 year Winter Storm)

  • Model Testing Model Testing InIn--place Conditionplace Condition

    9 Model Tests Overview: The Key Tests (1/4)

    Connected tests (100 year Winter Storm)

  • Model Testing Model Testing Buoy DisconnectionBuoy Disconnection

    Connected tests (100 year Winter Storm)

  • Model Testing Model Testing Buoy DisconnectedBuoy Disconnected

  • Model Testing Model Testing Buoy ReconnectionBuoy Reconnection

    X

    Z20 m

    X

    Z

    OrcaFlex 9.0e: BMT_4RisersTower_AA_ReConn_BigRecessBuoy40m.dat (modified 1:05 PM on 12/15/2006 by OrcaFlex 9.0e) (azimuth=270; elevation=0)Statics Complete

  • Model Testing Model Testing Buoy ReconnectionBuoy Reconnection

  • SummarySummary

    Disconnectable FPSO is an attractive field development option for GOM to avoid severe hurricane conditions.

    Disconnectable internal turret moored FPSO is recommended to avoid emergency disconnect scenario and high OPEX of DP.

    Turret disconnection system uses equipment and design, proven onprevious projects elsewhere in the world.

  • SummarySummary

    Disconnectable FPSO can sail to yard at a later date to have future equipment installed.

    The discoonectable mooring buoy is designed to connect with the turret during operation and submerges to sub-surface in the disconnected condition.

    The buoy can be re-connected with the FPSO using the winch/chainjack onboard.

  • THANK YOU!


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