Pervious Pavement Modeling- Tc Method
Pervious Pavement Modeling- Tc Method
(OP)
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 unable to find a copy. I am interested in how they arrived at their values and I need information to support the approach of using a proportional Tc based upon 790 minutes per 41" subbase depth. Does anyone know where I can find a copy of the original report on the UNH website? I can contact UNH directly, but I am hoping that it is on their website somewhere.
Thanks,
Peter
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 unable to find a copy. I am interested in how they arrived at their values and I need information to support the approach of using a proportional Tc based upon 790 minutes per 41" subbase depth. Does anyone know where I can find a copy of the original report on the UNH website? I can contact UNH directly, but I am hoping that it is on their website somewhere.
Thanks,
Peter





RE: Pervious Pavement Modeling- Tc Method
Peter Smart
HydroCAD Software
www.hydrocad.net
RE: Pervious Pavement Modeling- Tc Method
RE: Pervious Pavement Modeling- Tc Method
Hydrology, Drainage Analysis, Flood Studies, and Complex Stormwater Litigation for Atlanta and the South East - http://www.campbellcivil.com