simon17
Structural
- Mar 21, 2011
- 20
Hello,
My company is currently stress analysing a series of 36" vent/releif lines. The main relief line has a 36" rupture disc and also a 10" connecting branch line with a PRV. The design pressure for the line is 150 psig. Doing a simple thrust force calculation of F=P*A results in a very high force which is creating lots of issues for the structural group in restraining the pipe.
Since the vent on the releif line is significantly far away from both the PRV and the rupture disc, it is assumed that the pressure from the popping of either item will dissipate prior to reaching the vent and not exit the system at the design pressure. Is there a way to calculate the pressure loss through the system?
Regards,
D
My company is currently stress analysing a series of 36" vent/releif lines. The main relief line has a 36" rupture disc and also a 10" connecting branch line with a PRV. The design pressure for the line is 150 psig. Doing a simple thrust force calculation of F=P*A results in a very high force which is creating lots of issues for the structural group in restraining the pipe.
Since the vent on the releif line is significantly far away from both the PRV and the rupture disc, it is assumed that the pressure from the popping of either item will dissipate prior to reaching the vent and not exit the system at the design pressure. Is there a way to calculate the pressure loss through the system?
Regards,
D