Need Help Modeling an Unusual Orifice
Need Help Modeling an Unusual Orifice
(OP)
Has anybody found a way to model unconventional orifices in HydroCAD? For example, I want to partially block a round pipe with a concrete weir and don't know how to model it as an orifice.





RE: Need Help Modeling an Unusual Orifice
RE: Need Help Modeling an Unusual Orifice
A pond with the Following :
Area = 1 acre
Rainfall depth 4 inches.
Bern around site 2 ft high
Flat topography elavation 10 ft.
Outlet 3 in. pipe (or 6", 12" etc size pipe)
Ho=w long will it take to drain?
I cannot recall the equation.