GeoPak Drainage (cross-posted in Water/Wastewater forum)

I am using GeoPak Drainage to model a fairly typical closed urban drainage system. My section of this model is the lat part of a larger drainage system - the upstream section is being modeled by another consultant. That consultant has provided me with a total drainage area, "C", Time of Concentration and invert up to where I pick up the flows.

I would like to bring this into the manhole where they join as a computed discharge, but if I connect an inlet, I get the warning that the inlet cannot accept the flow and it needs to bypass to another structure. I don't want to input just the flow, becuase I want the flow to be able to vary with the ToC as it continues downstream.

Is there a way to force the inlet to accept the entire flow, or another way to add that flow without an inlet and still make it variable?

 

Thanks,

Robert Weber

Maurer-Stutz, Inc.

Peoria, IL