thread798-229469
BigInch, thank you for the awesome contribution in the above referenced thread, I think there is a lot of confusion even amongst experienced engineers with this subject.
thread378-182689
I have been reading the above referenced thread but can someone clarify how the maximum hydrostatic test pressure is determined.
I am planning to hydrotest a pipeline.
approx 2 miles long,
SMYS is X52,
ERW,
16" OD
Design pressure is 1460psig
MOP is 285psig
I have determined...
I am an EIT (mechanical) just starting out at a new job, I am looking to gather the best resources for getting up to speed in "pipeline hydraulics": pump selection, design, surge analysis,relief calcs, friction loss, hydraulic gradients etc. anyone have any ideas? would be nice to find a book...