Drainage and Utilities CONNECT Edition Help

Kerby-Hathaway

This equation is best suited for small sheet flow dominated area of less than 10 acres. It is recommended that small area should have an overland slope less than 1%, and average Manning's n of less than 0.08.

Tc Time of concentration (min)
L Flow length (ft)
n Manning's Roughness Coefficient
S Slope (ft/ft)