Fallah,
Carrying forward your explanation I am trying to write down my understanding. Please correct me wherever necessary.
Non fire case 1: Required relief rate = 9000 kg/h (for 110% accumulation), calculated orifice area is 4.71cm2 (for 110% accumulation) , Installed orifice area is 5.06 cm2
Non fire case 2: Required relief rate = 4000 kg/h (for 110% accumulation), calculated orifice area is 2.09 cm2 (for 110% accumulation) , installed orifice area is 5.06 cm2
Fire case: Required relief rate = 5788 kg/h (for 121% accumulation), calculated orifice area is 3.55 cm2 (for 121% accumulation), installed orifice area is 5.06 cm2
The PSV has an actual area of 5.06 cm2. However the modulating PSV will be designed such that at 110% accumulation, the valve lift will be 4.71 cm2 (based on the non fire case 1 which is the governing)
When the PSV pops up due to the non fire case 1 the accumulation will be 110% with an open area of 4.71 cm2. The relieving rate will be 9000 kg/h.
When the PSV pops up due to the non fire case 2 the accumulation will be less than 110%. The open area will be more than 2.09 cm2. The relieving rate will be 4000 kg/h.
When the PSV pops up due to fire case the accumulation will be less than 121%. The open area will be more than 3.55 cm2. The relieving rate will be 5788 kg/h.
Similarly, if the fire case turns out to be governing then the accumulation during fire case pop up will be 121%. However, during other non fire cases the accumulation will be less than 110%. The actual orifice open area for the non fire cases will be more than the calculated orifice area.
Thanks all. Would appreciate all your view point on all my posts above.