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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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Page 1: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

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

Page 2: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

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

Page 5: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

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

Page 6: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

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:

Page 7: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

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

Page 8: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

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

Page 9: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

MCE Deepwater Development 2016

Table of Content

Installation Constraint n°2: Equipment

Page 10: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

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

Page 12: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

MCE Deepwater Development 2016

Table of Content

Installation Methodologies Presentation: Flexible Spools Installation

Page 13: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

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.

Page 14: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

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

Page 17: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

MCE Deepwater Development 2016

§ Flexible spools installation

Installation Methodology: Flexible Spools Installation

§ Flexible spools installation aids removal

Page 18: GirRIPhase 2 Project: Installation Challenges on a Brown ...mcedd.com/wp-content/uploads/03_Olivia Fachan - Technip.pdf · Avoid the use of the crane / winch. ... 2,4t Clump Weight

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

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MCE Deepwater Development 2016

www.technip.com

Thank you