I am modelling a detention basin, but only the Q1 and Q2 flows enter the tank, all other storm events (eg Q5, Q10, Q20, Q50 and Q100) go overland and discharge directly into the creek. This would mean that the Q1 and Q2 needs to be stored longer to acount for the higher storm events. Is there anyway to input this senario into the Hydrocad program?
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