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Low Pressure Sanitary Sewer - Negative Pressures

I'm modeling a low pressure sanitary sewer. The goal is to see how the system reacts as homes/grinder pumps come online. The issue I'm having is with only a single grinder pump operating to start in a steady state analysis, the system HGL goes negative part way through the system. See engineering profile attached. When I model the system with 3 grinder pumps online at the same time, there is enough flow so that the HGL is positive. It's as if the the single pump is trying to fill the system and cannot. Any insight into why SewerCAD reacts this way would be helpful. I have also attached the model. Currently the additional pumps controls are set so the on/off HGL settings are the same so that they don't come online.

PDFLow Pressure Model.zip

Parents
  • If there are downhill slopes with an air valve at the preceding high point, the downhill section will drain and will flow partly full. This

    Your profile view looks odd. What is the hydraulic grade at the downstream end of the system. It looks as if it's discharging to a sump far below ground in the attached profile.

    Did you get an user notifications when you completed the run?

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  • If there are downhill slopes with an air valve at the preceding high point, the downhill section will drain and will flow partly full. This

    Your profile view looks odd. What is the hydraulic grade at the downstream end of the system. It looks as if it's discharging to a sump far below ground in the attached profile.

    Did you get an user notifications when you completed the run?

Children
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