Dear Cheresources community,
I am a young graduate chemical engineer with no experience in pressure safety valve (PSV).
However I managed to find a entrance temporary job where I have to check the adequacy of all existing PSVs in an industrial plant.
The PSVs adequacy check consist of checking that the possible flowrate is sufficiently higher than the required flowrate to be relieved, and if the inlet/outlet pressure losses are respectively less than 3% and 15% of set pressure.
As there isn't any expert or experimented engineer where I am I couldn't find anybody, therefore I would like to ask your advices.
We have many cases where PSVs are installed downstream a pressure reducing valve (PCV) to protect the downstream system in case of the PCV failure (stuck open). Thses PCV are used to reduce the distribution pressure of utilities (steam, N2 and instrument air) to the pressure of the consumers.
In all these cases, the calculated inlet pressure drop is >3% (from 5% to more than 10% sometime). The situation is that all the PSVs are located directly downstream the PCV, in others words there is no possible modification of the piping layout or configuration, excepting to enlarge the inlet diameter. However, even by enlarging the diameter reasonably I do not manage to have an inlet pressure loss <3%.
My question is:
I used, for the inlet loss calculation, the piping elements from the outlet of the PCV until the inlet nozzle of the PSVs and the highest loss is attributed to a tee (with turning flow).
But if I calculate the pressure only from the branch where the PSV is connected (and not from the outlet of the PCV) I find a pressure loss less <3% of set pressure. So is it correct if I do it like this? or I must consider all the piping from the PCV?
Please advice
Thank you!!
Best regards
Attached Files
Edited by Martin Khamphasith, 17 March 2016 - 04:26 AM.