I am currently involved in a sewerage scheme, where we have specified a pipe - 160mm OD Black (PE100) SDR 17.6 - 10 Bar.
One of the main suppliers has stated that he does not have HPPE, he only has HDPE.
Is it ok to use this, and what is the HDPE rquivalent?
The supplier stated that a HDPE...
I am currently involved in the design of a foul sewerage rising main [160mm OD HDPE (PE100) SDR 17.6 - 10 Bar Pipe], we are currently proposing to you use electrofusion (as opposed to Butt-Welding) at the joints.
A fellow collegue informed me that thrust blocks / Self anchoring joints are not...