Hey Folks,
I was wondering if someone could --briefly-- explain the difference between Pondpack and Inroads S&S. I have just started using both and am trying to decide a path forward. In the end, I want to be able to compute (using SCS):
1. Pre-Development Hydrographs/Peak flows for sub-drainage areas
2. Post-Development Hydrographs/Peak flows including
a. Culverts
b. Inlet/Pipe networks (with HGL profiles)
c. Detention Ponds
3. Export Reports on all the drainage areas seperated by Rainfall Return Periods (WQ, 1yr-100yr)
It seems to me like Inroads S&S will help me do the actual CAD linework/3D pipes/grading etc, but that PondPack has more intuitive hydrology calcs.
Any input/advice would be very helpful.
Thanks!
Robert GarrettSenior Product EngineerBentley Systems Inc.