engresague
Mechanical
- May 13, 2014
- 35
Hi,
I would get the recommendation of you in this uncommon case for we.
During the laying of a pipeline under construction, was found in one of the pipes, a origin deep surface defect (hole)not seen at its reception.
The hole has a conical shape, whith external diameter of 13mm and is 13mm in depth.
The pipe specification is API 5L Gr B; size 20"; WT 0.812" (20.6mm); anticorrossion coating FBE, plus concrete 2.5".
Pressure test by design 20.65bar (300psi).
The pipeline was welded in 500mtrs segments at land (onshore)before being pulled out to sea.
Now we have strong suspicions that other pipes of the same lot number may have similar defects.
So, i´d like to know which method may be recommended to detect other possible similar defects masked by the layer of concrete.
we are considering a higher pressure test (1920psi) to uncover impending failure but we are not sure about.
See attachment
What do you think about it...?
Thanks in advance
I would get the recommendation of you in this uncommon case for we.
During the laying of a pipeline under construction, was found in one of the pipes, a origin deep surface defect (hole)not seen at its reception.
The hole has a conical shape, whith external diameter of 13mm and is 13mm in depth.
The pipe specification is API 5L Gr B; size 20"; WT 0.812" (20.6mm); anticorrossion coating FBE, plus concrete 2.5".
Pressure test by design 20.65bar (300psi).
The pipeline was welded in 500mtrs segments at land (onshore)before being pulled out to sea.
Now we have strong suspicions that other pipes of the same lot number may have similar defects.
So, i´d like to know which method may be recommended to detect other possible similar defects masked by the layer of concrete.
we are considering a higher pressure test (1920psi) to uncover impending failure but we are not sure about.
See attachment
What do you think about it...?
Thanks in advance