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Outfalls and Area Grates
It's my understanding that with Hyrdodynamic Routing, an outfall can only have one inlet link. I have three flows that combine at the outfall (one surface flow, two flows from detention pond). Can I just route these through a junction box for the sake of the model without producing inaccurate results?
How do you recommend modeling an area grate that, say, sits in the middle of a parking lot instead of against a curb?
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