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simulating downslope force main using SewerCAD or SewerGEMS

Hollo,

I am wondering if SewerCAD or SewerGEMS can model the following downslope force main. The force main is initially dry.

What I want to see are:

1) water profile at each moment, i.e., water depth at every point at every moment. 

2) will the system be stable at each flow condition? I define "stable" as the water depth at every point in the pipe does not change with time.

3) if the system is stable, when it is stabilized at every flow condition? 

I think pressure pipe is treated as a line in sewerCAD or sewerGEMS. So there is no way to describe water depth in a pressure pipe. Please tell me whether I am wrong.

I used conduit (gravity sewer) in SewerCAD to model force main and I can not understand some of the simulation results.

Thank you in advance.

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