hjg7715
Well-known member
Hello, I'm interested in knowing if there is a way or work around to include an adjustment factor (Fp) for pond and swamp areas within a watershed when calculating peak discharge using Autodesk Storm and Sanitary Analysis. As thorough as I've found the program to be, I'm surprised that there's not an option to include this adjustment factor in the calculations...at least not from what I've come across when using the TR-55 Method to calculate runoff. Naturally, I can manually make this adjustment with the calculated peak flow rate but it wouldn't be included in the reports generated by SSA.
