I am modeling a detention pond with a 12" culvert as my primary outlet (discharge pipe). After routing, my results show a discharge above the capacity of my pipe. I have a 12" ADS pipe with a .5% slope. Modeled discharge is 4.78cfs and the full discharge of that pipe is approx 2.5 cfs. I am not receiving an error message and I am wondering if any HW is being accounted for.
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