Currently working of a model with an existing catch basin with an 8" outlet. I am trying to get the volume of water that will flow off site if the catch basin over flows. Currently modeling the CB as a pond with a primary outlet for the pipe and a secondary outlet as the grate at the top. The grate is set in the horizontal plan at the rim elevation. The flood elevation is also set to the rim elevation. Is this the correct way to model this?
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