Sawsan311
Chemical
- Jun 21, 2019
- 303
Dear All,
I would like to enquire on the following: some Engineering standards allow considering accumulations as high as 130% as corrected hydrotest pressure for scenarios identified as ''remote contingencies''. Example of those are possble but remote scenarios such as pinhole tube rupture heat exchanger failure, or gas blowby with liquids swelling etc.
Considering PSV would be mandatory required by ASME SEC VIII UG-125 code (unless UG-140 system design has been followed for mitigating, eliminating or reducing the PSV), do you consider that if we size the PSVs for the above remote contingencies for overpressure/accumulation more than 10% for non-fire scenario and consider instead corrected hydrotest pressure for estimating the relieving pressure- This would be a VIOLATION of ASME UG-125 which specifies the code allowable accumulation for PSVs as the sole overpressure protection measures? do you think that in case tube rupture is found credible (due to low pressure side corrected hydrotest pressure < high pressure side design pressure), will we still have to consider 110% accumulation for this PSV sizing or 130% as corrected hydrotest pressure?
Thanks
Regards,
I would like to enquire on the following: some Engineering standards allow considering accumulations as high as 130% as corrected hydrotest pressure for scenarios identified as ''remote contingencies''. Example of those are possble but remote scenarios such as pinhole tube rupture heat exchanger failure, or gas blowby with liquids swelling etc.
Considering PSV would be mandatory required by ASME SEC VIII UG-125 code (unless UG-140 system design has been followed for mitigating, eliminating or reducing the PSV), do you consider that if we size the PSVs for the above remote contingencies for overpressure/accumulation more than 10% for non-fire scenario and consider instead corrected hydrotest pressure for estimating the relieving pressure- This would be a VIOLATION of ASME UG-125 which specifies the code allowable accumulation for PSVs as the sole overpressure protection measures? do you think that in case tube rupture is found credible (due to low pressure side corrected hydrotest pressure < high pressure side design pressure), will we still have to consider 110% accumulation for this PSV sizing or 130% as corrected hydrotest pressure?
Thanks
Regards,