Yves22
Structural
- Feb 24, 2012
- 12
Hi,
I am looking at the risk assessment of pipe-in-pipe lay methodology and practically new to this concept. Would appreciate your feedback.
1) What are the challenges in Pipe-in-pipe lay as opposed to the single pipelay?
2) How is wet buckling detected in the inner pipe?
3) Based on limited references, is it reel-laid from the surface and positioned on the seabed in a snake lay configuration? Is this the preferred method?
4) What are the repair technology in the event of wet buckle in deep to ultra-deep waters? What is the likelihood of abandonment and then resuming from the shallow end of the pipeline?
5) Any references/websites to gather more information on its installation and nightmares would be much appreciated.
Thanks in advance.
I am looking at the risk assessment of pipe-in-pipe lay methodology and practically new to this concept. Would appreciate your feedback.
1) What are the challenges in Pipe-in-pipe lay as opposed to the single pipelay?
2) How is wet buckling detected in the inner pipe?
3) Based on limited references, is it reel-laid from the surface and positioned on the seabed in a snake lay configuration? Is this the preferred method?
4) What are the repair technology in the event of wet buckle in deep to ultra-deep waters? What is the likelihood of abandonment and then resuming from the shallow end of the pipeline?
5) Any references/websites to gather more information on its installation and nightmares would be much appreciated.
Thanks in advance.