I am designing underground sanitary system in an industrial area. To calculate effluent rate, Fixture Unit method is used.
Effluent to MH1 = 5.8 l/s
MH2 =7.185 l/s
MH5=2.032 l/s
MH7=2.132 l/s
Question 1:
From Manhole 2 to Manhole 5, I add 5.8 l/s + 7.185 l/s = 12.995...
Hi, guys,
I have some deep underground HDPE pipes, DR 9 and DR 11. I am wondering who know elevation(grade) deviation for these kind of pressured pipes.
Many thanks for your kind consideration. Any reply is greatly appreciated.
Best regards,
Hi, I have some pipes buried underground. To improve schedule, I am wondering whether I can complete piping test after backfill accomplished.
Thanks for your kind concern.