devaxrayz
Chemical
- Feb 8, 2004
- 61
Hi all,
Currently i'm doing some PSV sizing. The data is as follow :
- vapor relieve capacity is 3 MMSCFD (12220 lb/hr)
- setting pressure 0.05 psig
- Z = 0.98, Mr = 36, Cp/Cv = 1.3
- The backressure is estimating at 0.01 psig
While sizing i found that this is a SUBCRITICAL FLOW, and i'm run the sizing with subcritical sizing formula as in API 520.
I come up with calculated effective discharge area is around 72 sq in, while the largest standard orifice size as in API 526 is type T with 26 sq in area.
1. First question is simple. Does it means i need 3 PSV type T to cover the required 72 sq in orifice area?? If you intended to have a 3 PSV on one vessel does it mean you have to divided the relieve flow required by 3?? in my case i design a 1 MMSCFD PSV??
2. I cross-checked my calculation using a CRITICAL flow formula and come-up with a result of 9.32 sq in area. This area is far more lower than the first calculation, and i'm a little confusing because i though that at CRITICAL flow, you required more area since the flow will not increase even you add the source pressure. Can I use CRITICAL flow formula for SUBCRITICAL flow condition? or I can't because the formula is not valid??
Actualy the INSTR enggineer also calculated the PSV size with his software (INSTRUCALC)and come-up with the result of 9.32 sq in area (or the same with calculating with CRITICAL flow formula.
Thanks for any comment before...
and regards,
-bay-
Currently i'm doing some PSV sizing. The data is as follow :
- vapor relieve capacity is 3 MMSCFD (12220 lb/hr)
- setting pressure 0.05 psig
- Z = 0.98, Mr = 36, Cp/Cv = 1.3
- The backressure is estimating at 0.01 psig
While sizing i found that this is a SUBCRITICAL FLOW, and i'm run the sizing with subcritical sizing formula as in API 520.
I come up with calculated effective discharge area is around 72 sq in, while the largest standard orifice size as in API 526 is type T with 26 sq in area.
1. First question is simple. Does it means i need 3 PSV type T to cover the required 72 sq in orifice area?? If you intended to have a 3 PSV on one vessel does it mean you have to divided the relieve flow required by 3?? in my case i design a 1 MMSCFD PSV??
2. I cross-checked my calculation using a CRITICAL flow formula and come-up with a result of 9.32 sq in area. This area is far more lower than the first calculation, and i'm a little confusing because i though that at CRITICAL flow, you required more area since the flow will not increase even you add the source pressure. Can I use CRITICAL flow formula for SUBCRITICAL flow condition? or I can't because the formula is not valid??
Actualy the INSTR enggineer also calculated the PSV size with his software (INSTRUCALC)and come-up with the result of 9.32 sq in area (or the same with calculating with CRITICAL flow formula.
Thanks for any comment before...
and regards,
-bay-