Is it possible to model both a bridge and an inline structure (weir) inbetween the same cross sections? The model i am working on has a "perched" bridge with a lower approach highway which is overtopped during flooding events greater than the 25 year event. I am trying to determine the flow accross the roadway because this flow enters another tributary above a junction point instead of re-entering the same reach. Any thoughts or other a ideas on how to model this?
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bridge and inline structure between same cross sections?
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