What is the correct way to model a notched weir wall? I have a 0.25’ by 1ft tall notch in my weir wall. The wall is 6 ft wide (inside diameter of the structure). I received a review comment from the governing unit in charge instructing that the weir width should be modeled as 5.75ft as .25 ft is already accounted for in the weir notch. The change does not affect the model at all but which is actually the correct way to model the wall?
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