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Green-Ampt modeling in HydroCAD

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Gunns

Civil/Environmental
Joined
Sep 29, 2006
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Is there away to run hydroCAD to adjust for greater runoff volume when comparing to Green-Ampt method of predicting runoff?
 
When using the SCS/NRCS method in HydroCAD, runoff volume is determined by the CN value, the antecedent moisture condition (AMC), and the Ia/S ratio. In theory, any of these could be adjusted for specific purposes, but the default values are generally recommended.

Note: Other parameters will effect the peak flow, but these are on the only ones that effect the volume.


Peter Smart
HydroCAD Software
 
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