Esbjerg
Petroleum
- Oct 23, 2007
- 10
When we are manufacturing prefab pipe spools for modification projects (offshore oil/gas), these spools are normally pressure tested onshore in the workshop. Often all flanged connections are blinded off using temporary test flanges. And at least one or several of the blinds used during the test is a temporary test flange.
After being installed in the offshore plant, some of the branch connections (or sometimes also end of line) is blinded off using ASME B16.5 standard blind flanges. These are taken directly from stock - and has not been subject to any hydrostatic pressure test.
In the end, after the completion of the new pipe installation, the entire new piping system is subject to a sensitive leak test to 25% of the design pressure.
But we have recently had comments from an Inspector telling us, that the loose blind flanges taken from stock and being installed as part of the piping hook-up should be subject to a pressure test to 1.5 times the design pressure.
As the written text is in B31.3, the Inspector is probably right. I however do not think it is the intentions of B31.3 to hydrostatically test a standard blind flange to 1.5 times the design pressure. The important issue here must be the leak test of the final flange joinings.
I would be happy to receive comments and also to hear about "common practice" in this field.
Thanks in advance
After being installed in the offshore plant, some of the branch connections (or sometimes also end of line) is blinded off using ASME B16.5 standard blind flanges. These are taken directly from stock - and has not been subject to any hydrostatic pressure test.
In the end, after the completion of the new pipe installation, the entire new piping system is subject to a sensitive leak test to 25% of the design pressure.
But we have recently had comments from an Inspector telling us, that the loose blind flanges taken from stock and being installed as part of the piping hook-up should be subject to a pressure test to 1.5 times the design pressure.
As the written text is in B31.3, the Inspector is probably right. I however do not think it is the intentions of B31.3 to hydrostatically test a standard blind flange to 1.5 times the design pressure. The important issue here must be the leak test of the final flange joinings.
I would be happy to receive comments and also to hear about "common practice" in this field.
Thanks in advance