I’m trying to do stormwater routing for subsurface Constructed Treatnment Wetland (CTW) cell with a pump station overflow. I have my piping network layout and I have the flow set for hydrodynamic modeling. When I run the analysis, the maximum water elevation at the nodes does not make sense. When there should be backflow- it doesn’t back up in the system that way it should. For example, my downstream node has a maximum water level of 40 ft, so my upstream node should have a maximum >= 40 ft (but it does not). Is there anything I can do to fix this? I am attaching the file for your review.
Regards,
Jake Ozyman, P.E.
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