original design had Normal spring loaded Pressure relieving valve one on each delivering to flare system;that is now undersized.
Now reviewed route is propsed at the inlet pipeline of our preflash tower upstream and the revised scheme shows back pressure on the Relif Valves at the extent of >24% and
Balanced bellow type Relief valves are proposed at theis pipeline,closed to preflash inlet.
My quetion is that is this type suitable?
As the pre-flash Relief Valves open to atmos, the proposed scenario is increasing danger;true or not?
The crude water mix max. flow (i.e. 36000 BPD plus 5% wash water) will have upsetting scenario for preflash internals;true or not?
I have these reservations plus not very much satisfied if Conventional relief valves at least two should be used,instead of bellow type suggested.,The flare system upsizing is needed;I understand.Or the Pre-flash PSV's to be routed to Flare System,Not very sure!
Please help as soon as possible
Dear Art and Phil Hello and Good Afternoon, may I invite your kind attention to throw some light on this or should I pst again in the Industrial Professional's Forum.
Hoping an early positive/professional response covring any aspects might have been missed out,un-identified by me please!
Now I invite help/guidance on the matter as the matter is to be sorted out in correct perspectives.
Best Regards
qalander