Session: 04-03-01: Rigid Risers

Submission Number: 156026

A Steel Lazy Wave Riser Installed on Converted and Purpose-Built FPSOs in Omni-Directional and Prevailing Metocean Conditions 

In this paper, we present a numerical investigation into the performance of a steel lazy wave riser (SLWR) in extreme 100-year return and ambient conditions connected to a turret vs. spread-moored system for both purpose-built and converted FPSOs. The aim was to determine the sensitivity of the strength and fatigue-life of a SLWR to wind and wave non-collinearity for these two types of FPSOs and two mooring systems. The performance characteristics of several risers (with varied stress concentration factors and distance between buoyancy modules) were obtained with an aid of the Orcaflex software. For the ambient metocean conditions, there were no real differences in maximum Von Mises stresses and fatigue life between the purpose-built and converted FPSOs when the SLWR was connected to the turret. The vessel’s heave motions caused the most detrimental compressive loading onto the riser, and these motions were similar for both vessels. The roll motions were greater for the converted vessel, but they did not significantly affect the riser because of its connection point on the vessel’s centreline. When the vessels were in a spread-moored configuration, the purpose-built FPSO had an advantage of decreased roll motions, which resulted in greatly reduced SLWR’s stresses and fatigue life compared to the converted vessel.

Presenting Author: Cheslav Balash University College London

Presenting Author Biography: Dr Cheslav Balash [BEng(Hons; 1999), MEng Memorial (2008), PhD Tas (2012)] is a Chartered Professional Engineer (Engineers Australia) in Mechanical Engineering. Dr Balash has worked both with the industry and engineering education sector internationally. His primary R&D areas of interest include the hydrodynamics of offshore and subsea structures, and the mechanics of commercial fishing gear.