I am modeling a lake that has a steam electric power plant intake (several hundred mgd) and discharge. The tricky part is that the discharge is to a different model segment and branch than the intake. I know the model can handle internal outflows through weirs, pipes, pumps, gates, and spillways. However, none of these seem to be quite applicable - in the model, the flow rates all are based to some extent on water surface elevation. In the case of this lake the flow rate is governed by power generation demand and lake elevation is relatively constant.
I have also considered specifying the intake and discharge independently as a withdrawal and tributary. However, in this case I would lose the ability to propogate simulated water quality constituent concentrations from intake to discharge.
Any ideas?
pumps
once though cooling water followup
withdrawal and tributary