Dear Chad :
When looking at the discharge in each channel section, it is clear that there is a stability problem. I have changed a few things in order to narrow down the problem.
1. I have changed the length of the simulation to (140040) to match the 38.9 hours of inflow hydrographs given in K3 card.
2. I removed the pump and made junction 5 a temporary outfall.
It is then clear when looking at the discharge in each channel section that model is still unstable, which means something else than the pumps are causing the instability.
The problem is that the some of the channel sections are too short, < 20 ft - the Courant number criterion is not fullfilled. The model is already running at 1 sec timestep, so the timestep can not be decreased any further.
3. I have tested if the model will be stable using the "modify short pipe length" in the SWMM engine but without any improvement.
I can therefore only suggest that you merge some of the channel sections in order to get rid of the short channel sections. I believe it is not recommended to have channel sections of less than approximately 100 ft of length.
Attached is a test model with the 1-3 changes
If you have any additional questions or need any further information, please contact me again.
Sincerely,
Chris E. Maeder, M.S.
Senior Technical Engineer
chris.maeder@bossintl.com