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What is the proper way to model a culvert pipe within SSA?
I have attemped using SSA to model culvert pipes using (Sub-Area to Junction to Outfall), using 0 elevation for the information within the Junction. This did give me results, but when I compaired the results to Hydraflow Extension, the results were enough to make me question.
When I started filling in rim or surcharge information in the junction, it didn't give accurate results.
![Autodesk Design & Make Report](https://forums.autodesk.com/t5/image/serverpage/image-id/1350519iCB55845EBFC43016/image-size/large?v=v2&px=999" "Autodesk Design & Make Report")