Hi all,
As a civil/stormwater engineer I am accustomed to designing treatment practices to our state manual, but our manual (Vermont) is primarily geared toward sizing for treatment volumes, not conveyance and collection and the associated risk of flood damage to surrounding infrastructure. Is...
Hi All,
Quick question:
HydroCAD has a helpful article at the address below which describes a method for modeling pervious pavement using a longer Tc, per research performed by the UNHSC.
www.hydrocad.net/pavement.htm
I have searched the UNH website for the actual study and have been...
Hi everyone,
I am having trouble figuring out why I am getting oscillations in my model of an infiltration pond. I've used custom stage data to represent the available storage. The available storage elevation is in excess of the peak water elevation during the design storm. I have infiltration...
