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MCE Deepwater Development 2016
PAU, FRANCE • 5-7 APRIL 2016
GirRI Phase 2 Project: Installation Challenges on a Brown Field Project
LAFONTAINE Karine&FACHAN Olivia
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MCE Deepwater Development 2016
PAU, FRANCE • 5-7 APRIL 2016
Table of Content
Context
Installation Methodologies Presentation
Installation Constraints
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MCE Deepwater Development 2016
GirRI SURF2 – Location
slide 3
ROSA, GIRASSOL, JASMIN and DALIA
Field on Block 17
Rigid spools to be replaced by Flexible spools
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MCE Deepwater Development 2016
Table of Content
Installation Constraint n°1: Complex Area
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MCE Deepwater Development 2016
q Complex Area:q Congested Areaq No vertical access for installation vessel
crane q ROV limited access at BHOR bottom
assemblyq Trench
q Equipments:q BHOR limited capacityq Vecto connector not designed for flexible
installation
§ Very congested area at BHOR vicinity:
Top Flexible Jumpers
Tensioned Rigid Riser
Rigid Spool
FLET
Main Constraint n°1: Complex Area
Subsea arch with umbilicals Rigid
Spool FLET
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MCE Deepwater Development 2016
Main Constraint n°1 : Complex Area q Complex Area:q Congested Areaq No vertical access for installation
vessel crane q ROV limited access at BHOR bottom
assemblyq Trench
q Equipments:q BHOR limited capacityq Vecto connector not designed for flexible
installation
§ No vertical access to working area:
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MCE Deepwater Development 2016
Main Constraint n°1 : Complex Area§ Very limited ROV access at BHOR bottom assembly:
q Complex Area:q Congested Areaq No vertical access for installation vessel
crane q ROV limited access at BHOR bottom
assemblyq Trench
q Equipments:q BHOR limited capacityq Vecto connector not designed for flexible
installationRigid Spools Removal Flexible Spools Installation
Ø Restriction to installation sequence
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MCE Deepwater Development 2016
• Soil damaged and existing trenches:
q Complex Area:q Congested Areaq No vertical access for installation vessel
crane q ROV limited access at BHOR bottom
assemblyq Trench
q Equipments:q BHOR limited capacityq Vecto connector not designed for flexible
installation
Main Constraint n°1 : Complex Area
Ø Decision to reinforce soil at TDP with Mattresses
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MCE Deepwater Development 2016
Table of Content
Installation Constraint n°2: Equipment
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MCE Deepwater Development 2016
§ Decision to go with free-hanging configuration for flexible spools to:
Main Constraint n°2 : Equipmentq Complex Area:
q Congested Areaq No vertical access for installation vessel
crane q ROV limited access at BHOR bottom
assemblyq Trench
q Equipments:q BHOR limited capacityq Vecto connector not designed for flexible
installation
§ Minimize loads at BHOR piping:Ø BHOR piping integrity checkedØ BHOR excursions studied
§ Reduce Touch Down Point distance and most appropriate for congested field layout.
§ BHOR limited load capacity.
Near Case – Down - FoF
Buoyancy module of 3.8 tonnes upthrust required.
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MCE Deepwater Development 2016
Connector c/w gooseneck
Ø Connection to BHOR (1st end) Connector c/w straight head
Ø Connection to FLET (1st and 2nd end)
Main Constraint n°2 : Equipment§ Horizontal connector has the following drawbacks:
q Complex Area:q Congested Areaq No vertical access for installation vessel
crane q ROV limited access at BHOR bottom
assemblyq Trench
q Equipments:q BHOR limited capacityq Vecto connector not designed for
flexible installation§ No lifting point.
§ Low Pitch and Roll installation tolerances. (+/-5°).
ØCustom design of terminations to allow installation with flexible
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MCE Deepwater Development 2016
Table of Content
Installation Methodologies Presentation: Flexible Spools Installation
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MCE Deepwater Development 2016
Installation Methodology: Flexible Spools Installation
§ Buoyant and “standalone” spool connection to riser:
This technical solution has been selected to: ✔ Avoid the use of the crane / winch. ✔ Ensure a better control of the pulling force applied on the BHOR piping.✔ Mitigate production short fall.
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MCE Deepwater Development 2016
Installation Methodology: Flexible Spools Installation
2,4t Clump Weight designed for connector
pitch setting
Yoke and its subsea winch
Subsea winch :
Pulling capacity: 2 t max
Failsafe brake hold load: 2 t
Fleet angle: +/- 11°Inclinometer
Range: -10 to +10° of pitch
Temporary Buoyancy arrangement
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MCE Deepwater Development 2016
Installation Methodology: Flexible Spools Installation
Buoy designed for catenary lifting
completion
Rigging composed of soft sling and chain for
deployment from installation vessel
Buoy designed for later yoke & subsea winch
recovery by ROV
Cross beam
4 legs rigging
2,4t Clump Weight designed for connector
pitch setting
Guide post
Weak linkØ Designed to break between 2 and 2,5 t
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MCE Deepwater Development 2016
§ Flexible spools installation
Installation Methodology: Flexible Spools Installation
§ Flexible spools installation aids removal
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MCE Deepwater Development 2016
§ Flexible spools installation
Installation Methodology: Flexible Spools Installation
§ Flexible spools installation aids removal
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MCE Deepwater Development 2016
Installation Methodology: Flexible Spools Installation
§ Reliability of our solution with:
✔ A proper step by step method,
✔ Sensitivities on the parameters that can be controlled subsea (layback, sagbend, catenary height and buoyancy arrangement uplift),
✔ A clearance analysis,
✔ A robust engineering for removal of installation aids to ensure BHOR integrity.
✔ Structural calculations of BHOR assets performed.
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MCE Deepwater Development 2016
§ Flexible spools are a key alternative solution for hybrid riser base for green & brown field developments compared to rigid ones.
§ Innovative methods developed for the flexible spools installation in a very congested area.
§ Limited footprint on production: all neighboring assets have been kept in production at all time. This allowed the restart of broken leg of P80 production loop….
The Future of Hybrid Risers Base Solution