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Chris, thank you for your reply and help.
SITUATION1: Based upon the attached info, do you think that I am adequately modeling for the backwater effect from the overloaded stormdrain? (Note, I rely on the volume calculation of excess water out of the junction, not elevation because ponding in my parking lot is irregularly shaped)
SITUATION2: Basically, instead of letting water back into the parking lot, if I wanted to divert excess backwater above a certain elevation via overland flow path, where could I fit a diverter into this scheme?
Thanks
Jesse
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