Bernoulli31
Mechanical
- Jan 13, 2016
- 51
thread1203-250431
I'm bumping this thread up asking if there is a code requirement for sizing of a relief catch tank. Client (Pharma) has several reactors (toluene, solvents). Each has a rupture disc with vent line. All vent lines are connected to one relief catch tank, to capture the "moisture" out of the fumes in case of a runaway reaction triggering the rupture disk. Catch tank is atmospheric and vented to atmosphere.
I'm looking for sizing guidance for this tank. Code requirement if there is one. 1.5 - 2 x volume of largest reactor, yes?
In ideal conditions, the catch tank is empty. Would there be an occupancy classification applicable?
On a side note: client has installed his catch tank on the parking lot. That seems odd to me...
Thank you!
I design aqueducts in a parallel universe.
I'm bumping this thread up asking if there is a code requirement for sizing of a relief catch tank. Client (Pharma) has several reactors (toluene, solvents). Each has a rupture disc with vent line. All vent lines are connected to one relief catch tank, to capture the "moisture" out of the fumes in case of a runaway reaction triggering the rupture disk. Catch tank is atmospheric and vented to atmosphere.
I'm looking for sizing guidance for this tank. Code requirement if there is one. 1.5 - 2 x volume of largest reactor, yes?
In ideal conditions, the catch tank is empty. Would there be an occupancy classification applicable?
On a side note: client has installed his catch tank on the parking lot. That seems odd to me...
Thank you!
I design aqueducts in a parallel universe.