I'm working on a project with the fluid being API 42 crude. I'm having a bunch of trouble finding a clear answer on allowable velocities for inlet and outlet lines for the relief. For inlets, I've found the general rule for <3% pressure drop but I'm expecting fluid velocity to matter prior to...
I am working on a project in which we are laying 10" grade B sch 80 pipe in depths of 10-200 ft of water (no concrete coating). Anyone have suggestions on the tension required or where to start on the calculations for this? Future requirements would be going up to 16" pipe.
