SMIAH
Civil/Environmental
- Jan 26, 2009
- 482
Correct me if I'm wrong here.
I have to check the possibility to use a depressed siphon to get to a Sewage treatment plan. The inflow is 2 x 8 inches pipe and combined they give a PDWF of 0.5 cfs.
The Siphon should be a 8 inches pipe (or...force to a 6 inches).
Under the PDWF, the velocity is only 1.3 cfs (well under 3 cfs).
Plus, the PDWF is associated to a future development...
Need more flow?
I have to check the possibility to use a depressed siphon to get to a Sewage treatment plan. The inflow is 2 x 8 inches pipe and combined they give a PDWF of 0.5 cfs.
The Siphon should be a 8 inches pipe (or...force to a 6 inches).
Under the PDWF, the velocity is only 1.3 cfs (well under 3 cfs).
Plus, the PDWF is associated to a future development...
Need more flow?