We have two, 3x4 full port PSVs on a pressure vessel and the combined capacity seems to be more than adequate. However our contracting engineering firm is trying to get each PSV to be capable of relieving the worst case blow by. Has anyone run into this before? My understanding is that unless there is some way to isolate each section from the other, you can take credit for both PSVs (and stagger the PSV set points).
Any guidance would be greatly appreciated.