kzegel
Civil/Environmental
- Jul 30, 2011
- 2
Hello All -
We are designing a water remediation system with 10,000 feet of 3/4" DR 11 HDPE. I've heard of stories of poor butt welds resulting in significant constriction in the pipe and headloss (rendering the pumps useless until the welds were fixed). I'm sure it was poor installation technique/QC of joints but which joint method do you believe results in the lowest likelihood of constriction/internal bead formation (or is there even a method that eliminates this)? I know there are various joint methods but I've only used butt welding on larger diameter pipes.
Best regards,
Ken
We are designing a water remediation system with 10,000 feet of 3/4" DR 11 HDPE. I've heard of stories of poor butt welds resulting in significant constriction in the pipe and headloss (rendering the pumps useless until the welds were fixed). I'm sure it was poor installation technique/QC of joints but which joint method do you believe results in the lowest likelihood of constriction/internal bead formation (or is there even a method that eliminates this)? I know there are various joint methods but I've only used butt welding on larger diameter pipes.
Best regards,
Ken