mahara7a
Mechanical
- Jan 14, 2020
- 16
Hi!
I'm an engineer working for construction industry and currently having difficulties to determine the suitable test pressure for our internal water reticulation system. The pipe that we've used is Stainless Steel Schedule 40S TP304. For usual section test (done it by divided sections of building), we would normally use 12bar or 1.5 times working pressure for 24 hour as stated in contract requirement. Normally this would work just fine. But, there is a scenario of where 3m length of pipe (Size 100mm) left untested and when tested with the aforementioned requirement resulting to leaks at the fittings. This 3m section is due to its location which is before entering the building and after the water main supplied by other discipline (mine is mechanical) and need to be tested before connecting it to main line and to the building. Is there any formula or rule of thumb in doing this or is it just not feasible to the test? The problem now is it has caused some management paperwork issue. Based on my engineering judgement, this pipe will work just fine.
Thanks in advance.
I'm an engineer working for construction industry and currently having difficulties to determine the suitable test pressure for our internal water reticulation system. The pipe that we've used is Stainless Steel Schedule 40S TP304. For usual section test (done it by divided sections of building), we would normally use 12bar or 1.5 times working pressure for 24 hour as stated in contract requirement. Normally this would work just fine. But, there is a scenario of where 3m length of pipe (Size 100mm) left untested and when tested with the aforementioned requirement resulting to leaks at the fittings. This 3m section is due to its location which is before entering the building and after the water main supplied by other discipline (mine is mechanical) and need to be tested before connecting it to main line and to the building. Is there any formula or rule of thumb in doing this or is it just not feasible to the test? The problem now is it has caused some management paperwork issue. Based on my engineering judgement, this pipe will work just fine.
Thanks in advance.