I'm trying to figure out how to model this type of practice so I can understand how the Stage Voids.
I have the pond setup as follows, so that the lower four feet is the 40% porosity soil and the upper 1.5 feet is open water. In the outlets I have an orifice/grate at 523.5 and the culvert...
I am building a worksheet that calculates head loss due to friction in water pipes. I am using the Hazen-Williams equation. The commonly used version of this equation uses mixed units (e.g. ft, inches, gpm), and has several standard coefficients that end up giving the result in feet.
When I...
Using the standalone versions of Hydraflow Express, Stormsewers, Hydrogragphs. Also had easy access to the Civil 3D extensions, but haven't used them yet.
Trapezoidal channel, and the cross-section stays the same for the length of the channel. Due to site restrictions, the alignment cannot be...
