I am trying to model bypass flow from an inlet running down a gutter section and discharging into the ditch. I have to have a node feature that is considered an inlet to place a gutter from the upstream inlet that water will bypass from to the this specific location. What is the best workflow to do this? I have even been changing the Unlet type to Percent Capture, Full Capture, or even Catalog Inlet but there seems to be different results in the flextables for the gutter. Has anyone run into this scenario?
Thanks
I might suggest cross posting this in the OpenFlows Hydraulics and Hydrology Community for more exposure and responses.
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