Evan5
Civil/Environmental
- Sep 30, 2008
- 8
Open channel flow:
I have a 12" corrugated steel pipe with known flow, Manning's n value 0.010, slope = 0.02.
I need to connect a 10" inner diameter HDPE (n = 0.012) that has three 90 degree bends... on a 0.1 slope to the end of the 12" pipe.
I'm looking for suggestions on how to tell if the smaller/smoother pipe will accomodate the flow or back up the flow. Can I just use a Manning's comparison...or do I have to take into account the pipe length/bends?
Thanks,
Evan
I have a 12" corrugated steel pipe with known flow, Manning's n value 0.010, slope = 0.02.
I need to connect a 10" inner diameter HDPE (n = 0.012) that has three 90 degree bends... on a 0.1 slope to the end of the 12" pipe.
I'm looking for suggestions on how to tell if the smaller/smoother pipe will accomodate the flow or back up the flow. Can I just use a Manning's comparison...or do I have to take into account the pipe length/bends?
Thanks,
Evan