racguy
Mechanical
- Nov 14, 2016
- 1
Experts,
I have gone through the Hydro test @ 201 bar test pressure, on site, for SA 335P91(size - 1/4" X Sch 80) holding time was an 30mts and Spool was having total 50 butt weld joint & some portion of spool is welded with Gate Valve (1/2" Class 2500)
So the thing is the test was started at 201 bar @ 1835hrs. After 30mins hr (at 1905hrs) pressure went down approx 3bar. And am sure there is no leak found visually on the welded joints or on the temporary joints.
The test was repeated twice, again we found the pressure drop and where all other things were remain same which is no visible leakage observed or felt. The Only thing difference between conditions is that the Temperature difference during 1835hrs and 1905hrs.
And here my question, First of all can it be acceptable (what i mean that any small amount of pressure drop, (like in this case) is acceptable as per code? is code specifies some tolerance for this kind of conditions? or perhaps due to Temperature difference??
Normally, this type of conditions can we go/accept the test on the bases of no leakage found during visual inspection. I guess UG-99 and ASME B31.3 chapter VI clause 345 is not exactly specifying the acceptance criteria. can anyone guide me for any interpretation with respect to ASME?? or can anyone suggest me any other code or standard which is specifying the exact acceptance criteria for Hydro test?
I have gone through the Hydro test @ 201 bar test pressure, on site, for SA 335P91(size - 1/4" X Sch 80) holding time was an 30mts and Spool was having total 50 butt weld joint & some portion of spool is welded with Gate Valve (1/2" Class 2500)
So the thing is the test was started at 201 bar @ 1835hrs. After 30mins hr (at 1905hrs) pressure went down approx 3bar. And am sure there is no leak found visually on the welded joints or on the temporary joints.
The test was repeated twice, again we found the pressure drop and where all other things were remain same which is no visible leakage observed or felt. The Only thing difference between conditions is that the Temperature difference during 1835hrs and 1905hrs.
And here my question, First of all can it be acceptable (what i mean that any small amount of pressure drop, (like in this case) is acceptable as per code? is code specifies some tolerance for this kind of conditions? or perhaps due to Temperature difference??
Normally, this type of conditions can we go/accept the test on the bases of no leakage found during visual inspection. I guess UG-99 and ASME B31.3 chapter VI clause 345 is not exactly specifying the acceptance criteria. can anyone guide me for any interpretation with respect to ASME?? or can anyone suggest me any other code or standard which is specifying the exact acceptance criteria for Hydro test?