Hi

It seems that one of my problem regarding subsea buoyancy analysis is solved by reading this thread, but i have another issue that I want to ask...

My project involves a subsea structure (PLET - pipeline end termination) in which the pipe is located 1350 m in depth. The problem occurs when i tried to do the analysis. It seems like because of the depth, my system is outside the applicable "wave theory" region

Could you please advice regarding on this matter

Regards,
FaizAriff