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A comparison of coupled and uncoupled dynamic analysis for the flexible riser in shallow water

  • Jo, Chul-Hee (Division of Naval achitecture & Offshore Engineering, INHA University) ;
  • Kim, Do-Youb (Division of Naval achitecture & Offshore Engineering, INHA University) ;
  • Hwang, Su-Jin (Division of Naval achitecture & Offshore Engineering, INHA University) ;
  • Rho, Yu-Ho (Division of Naval achitecture & Offshore Engineering, INHA University)
  • Received : 2013.11.04
  • Accepted : 2014.01.13
  • Published : 2014.02.28

Abstract

Flexible risers have been used extensively in recent years for floating and early production systems. Such risers offer the advantage of having inherent heave compliance in their catenary thereby greatly reducing the complexity of the riser-to-rig and riser-to subsea interfaces. Another advantage with flexible risers is their greater reliability. Concerns about fatigue life, gas permeation and pigging of lines have been overcome by extensive experience with these risers in production applications. In this paper, flexible riser analysis results were compared through coupled and uncoupled dynamic analyses methods. A time domain coupled analysis capability has been developed to model the dynamic responses of an integrated floating system incorporating the interactions between vessel, moorings and risers in a marine environment. For this study, SPM (Single Point Mooring) system for an FSU in shallow water was considered. This optimization model was integrated with a time-domain global motion analysis to assess both stability and design constraints of the flexible riser system.

Keywords

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