Offshore / West Africa Subsea Oil & Gas

Baleine Phase 1 & 2: PLR Lifting & Rigging Design

This project demonstrates Grispen's core deepwater lifting engineering capability: complex, asymmetric subsea structures lifted to DNV-ST-N001 with full FEA-backed verification, delivered to a tier-1 EPC contractor (SAIPEM) on a major West African deepwater development.

Client
Eni Côte d'Ivoire
Location
Offshore Côte d'Ivoire
Structure
Production Line Receivers (PLRs)
Standard
DNV-ST-N001

Project Overview

The Baleine field, offshore Côte d'Ivoire, is one of the most significant deepwater oil and gas discoveries in West Africa in recent years. As SAIPEM mobilised to deliver the SURF (Subsea, Umbilicals, Risers and Flowlines) scope for Phase 1 and Phase 2, Grispen was engaged to deliver the offshore lifting and rigging engineering for the Production Line Receiver structures, the subsea hardware that terminates flowlines and risers on the seabed.

Project reference image
3-D PLR lifting arrangement and structural FEA deflection analysis. Source: Grispen Technologies project portfolio, Baleine Phase 1 & 2 (Eni Côte d'Ivoire / SAIPEM / ERMESYS).
DNV-ST-N001
Code Compliance
ANSYS FEA
Analysis Method
Phase 1 & 2
Project Scope

The Engineering Challenge

Challenge

PLR structures present a particular lifting engineering challenge: an irregular, asymmetric geometry with multiple connection interfaces, lifted from a construction support vessel into deepwater conditions where dynamic amplification, sling angle sensitivity and centre-of-gravity control all interact. Any miscalculation in the rigging arrangement risks excessive sling loads, structural overstress at the padeyes, or an unstable lift attitude during lowering.

Grispen's Solution

Solution

Grispen's structural team produced the full lifting and rigging design package to DNV-ST-N001, including 3D structural modelling of the PLR arrangement in ANSYS, deflection and stress analysis under the governing lift case, padeye verification, and sling configuration optimisation to control lift attitude within acceptable tolerances. The deliverable included simplified structural assessment models to confirm global behaviour matched detailed local FEA results, giving SAIPEM's engineering team full confidence in the lift procedure before offshore mobilisation.

Scope of Work Delivered

  • 3-D structural modelling of PLR lifting arrangement (ANSYS)
  • Structural simplification model for deflection cross-check
  • Padeye design and verification to DNV-ST-N001
  • Sling configuration and lift attitude optimisation
  • Dynamic Amplification Factor (DAF) derivation for the lift case
  • Lifting and rigging design report, IFA issue

Our Delivery Process

Every Grispen engineering scope, regardless of size or client, passes through the same structured five-stage delivery method, ensuring consistent quality and full traceability from kick-off to final issue.

The Grispen delivery method
The Grispen Method, Business Management System, Structural Department SOP for Handling of Requests.
Grispen
Why This Project Matters
What This Demonstrates About Grispen

This project demonstrates Grispen's core deepwater lifting engineering capability: complex, asymmetric subsea structures lifted to DNV-ST-N001 with full FEA-backed verification, delivered to a tier-1 EPC contractor (SAIPEM) on a major West African deepwater development.

Discuss a Similar Scope
Bertrand Peuchot
Director, Grispen Australia
bertrand.peuchot@grispen.com +61 418 263 656 Contact Us
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