ric_bm
Petroleum
- Sep 14, 2019
- 2
Introduction:
We recently built a compression plant. Each compressor has a suction scrubber. These scrubbers have process drain lines connected to a 6" SCH40 A-106 Gr-B header which runs 2 km. to a tie-in with existing plant.
Design Code: ASME B31.3
Problem:
Due to process issues, this header suffered "water hammer" damage in different sections two months after it started working. At some sections we have some "dents" due to impact with other pipes and, at some other sections, we have "gouges" due to impact with supports.
For the worst case scenario, see a photo and a sketch:
Solution Approach:
We have checked each spot with: visual inspection, penetrant liquid testing, PA ultrasound testing and thickness measurement. However, neither our client nor us have defined which acceptance criteria needs to be applied.
At this point, we are trying to show that the remaining thickness in the worst case scenario (6,54 mm remaining thickness / 7, 11 mm nominal thickness) is acceptable per API RP 574 which states that the Barlow formula can be used.
Guidance Required:
I'm not looking for a definite answer. Just trying to understand:
a) what steps need to be taken in order to inspect the components, asses the damages and (hopefully not) repair the components.
b) which standards need to be followed for assesment? So far, I see two options:
1-API RP 574 for a simplified assesment.
2-API 570 with help from API 579 FFS - part 12 for a quantitative assesment.
c) which standars need to be followed for repair? So far:
API 570 section 8, which relies on ASME PCC-2 guidelines.
Thanks, Ricardo.
We recently built a compression plant. Each compressor has a suction scrubber. These scrubbers have process drain lines connected to a 6" SCH40 A-106 Gr-B header which runs 2 km. to a tie-in with existing plant.
Design Code: ASME B31.3
Problem:
Due to process issues, this header suffered "water hammer" damage in different sections two months after it started working. At some sections we have some "dents" due to impact with other pipes and, at some other sections, we have "gouges" due to impact with supports.
For the worst case scenario, see a photo and a sketch:
Solution Approach:
We have checked each spot with: visual inspection, penetrant liquid testing, PA ultrasound testing and thickness measurement. However, neither our client nor us have defined which acceptance criteria needs to be applied.
At this point, we are trying to show that the remaining thickness in the worst case scenario (6,54 mm remaining thickness / 7, 11 mm nominal thickness) is acceptable per API RP 574 which states that the Barlow formula can be used.
Guidance Required:
I'm not looking for a definite answer. Just trying to understand:
a) what steps need to be taken in order to inspect the components, asses the damages and (hopefully not) repair the components.
b) which standards need to be followed for assesment? So far, I see two options:
1-API RP 574 for a simplified assesment.
2-API 570 with help from API 579 FFS - part 12 for a quantitative assesment.
c) which standars need to be followed for repair? So far:
API 570 section 8, which relies on ASME PCC-2 guidelines.
Thanks, Ricardo.