Hi all..

I'm obliged if anyone could tell me what all cautions are to be taken while analysing a Flare Line.

Do we need to calculate the slug force ( considering density of water for worse case scenario)and enter the same at the bends for the restraints.


It would be very helpful if any of you could mail me a copy of the paper by Carucci & Mueller, the paper by Francis and MTD guideline


Regards

Sam

Sam,
Do you need this information to do a stress analysis, or out of personal interest ?

Hi..

For the stress analysis. Im not going to put my hand into i unless i get the relevant points.

samesious@gmail.com

Rgds

Sam

Please read the Norsok standard which has included parts of the paper to deal with your problem.