MarkESmith
Chemical
- Jan 19, 2011
- 9
Hi all,
What is the generally accepted procedure for dealing with the following scenario:
I am checking adequacy of a currently installed relief valve on an existing separator vessel, for reverse water flow from a new vessel to be hooked up downstream. I have calculated that the required relief load from the reverse flow case requires an orifice area of ~200 mm2, vs. the installed ~1200 mm2 orifice. So the exisiting PSV itself is fine, however there is a potential problem with the PSV inlet piping: API 520 Pt II (S.4.2.2) requires that the inlet line is sized such that line losses are less than 3% of PSV set pressure at the rated capacity of the PSV. Using the rated capacity [(1200/200)*req'd = ~600% of required liquid water relief flow] the pressure drop is ~6% of PSV set pressure. The inlet piping is, however, fine for the governing case (gas breakthrough).
Is this a problem? The discrepancy stems from the fact that the PSV (and presumably the PSV inlet piping) is sized for a gas breakthrough case, and I am checking the adequacy for a liquid water relief load.
Any help greatly appreciated.
What is the generally accepted procedure for dealing with the following scenario:
I am checking adequacy of a currently installed relief valve on an existing separator vessel, for reverse water flow from a new vessel to be hooked up downstream. I have calculated that the required relief load from the reverse flow case requires an orifice area of ~200 mm2, vs. the installed ~1200 mm2 orifice. So the exisiting PSV itself is fine, however there is a potential problem with the PSV inlet piping: API 520 Pt II (S.4.2.2) requires that the inlet line is sized such that line losses are less than 3% of PSV set pressure at the rated capacity of the PSV. Using the rated capacity [(1200/200)*req'd = ~600% of required liquid water relief flow] the pressure drop is ~6% of PSV set pressure. The inlet piping is, however, fine for the governing case (gas breakthrough).
Is this a problem? The discrepancy stems from the fact that the PSV (and presumably the PSV inlet piping) is sized for a gas breakthrough case, and I am checking the adequacy for a liquid water relief load.
Any help greatly appreciated.