Ekenny_G
Civil/Environmental
- Apr 16, 2012
- 84
I am trying to figure out the Headwater depth of a 24" Culvert that ties into a manhole. The Q = 18.50cfs (100-yr) and dia=24" with Headwall.
What is the tailwater depth? Can I use the 100-yr HGL at the pipe end as the tailwater depth or just use the normal depth of flow?
What is the tailwater depth? Can I use the 100-yr HGL at the pipe end as the tailwater depth or just use the normal depth of flow?