Pete OB
Mechanical
- Apr 11, 2022
- 2
Hi,
I'm new to the forum but have a pipeline for potable water which has extensive use of BS78 and BS1211 class D pipe and fittings. The majority of the pipeline has been sliplined with PN16 HPPE pipe a while back and the system is now limited by the small section of original pipe that was not sliplined for various reasons.
I have tracked down copies of BS78 and BS1211 and they both have installation test pressures of 800 foot. The BS78 standard then goes on to say the suggested working pressure should not exceed half of the specified test pressure (i.e. 400ft) but then looking at the original system curves for the site this 400 foot pressure limit at the discharge of the pumps would have limited the flows from the pumping station to much lower than they were originally designed for so it seems that they must have designed the pipeline to have a higher working pressure than what is suggested in the BS78 code.
Does anyone have any further information that they might share to help guide what the original pipeline design pressure was when installed? I have searched through our drawings for ages and have been unsuccessful in finding any of the relevant design info from 1969 when the pipeline was installed.
Any and all help is gratefully received.
Cheers,
Pete OB
I'm new to the forum but have a pipeline for potable water which has extensive use of BS78 and BS1211 class D pipe and fittings. The majority of the pipeline has been sliplined with PN16 HPPE pipe a while back and the system is now limited by the small section of original pipe that was not sliplined for various reasons.
I have tracked down copies of BS78 and BS1211 and they both have installation test pressures of 800 foot. The BS78 standard then goes on to say the suggested working pressure should not exceed half of the specified test pressure (i.e. 400ft) but then looking at the original system curves for the site this 400 foot pressure limit at the discharge of the pumps would have limited the flows from the pumping station to much lower than they were originally designed for so it seems that they must have designed the pipeline to have a higher working pressure than what is suggested in the BS78 code.
Does anyone have any further information that they might share to help guide what the original pipeline design pressure was when installed? I have searched through our drawings for ages and have been unsuccessful in finding any of the relevant design info from 1969 when the pipeline was installed.
Any and all help is gratefully received.
Cheers,
Pete OB