timwoodpe
Civil/Environmental
- Jan 6, 2004
- 4
I am trying to find a good reference on how to deal with a culvert with Outlet control (at 100 year flood stage) that includes a flood gate (flap valve). I have the standard equations and could add in the head loss from the gate (manufacturer information relating with a Q - hl relationship) into that equation as an additional head subtracted from the inlet head but I can't find a reference which I can point to showing that is legitimate.
Thanks, Tim
Thanks, Tim