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Is Option 1 or Option 13 best?
First time user. I am trying to model a very simple application. One dam (2.2 acre surface area) with two additional cross-sections below and very close (0.17 mile apart). A local municipality has requested this model.
The inflow is very small and the inflow hydrograph is 130 cfs (18 acre drainage basin). Is Option 1 or Option 13 the best to use in this situation?
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