This discussion has been locked.
You can no longer post new replies to this discussion. If you have a question you can start a new discussion

WaterGEMS head loss different than the actual site conditions.

I have a model of an existing water transmission main. I have the exact dia, material and layout. But the pressure head that I am getting after analysing the model is much higher compared to the actual site conditions. And I also want to understand that how can I incorporate leakages in my model?

Parents Reply Children
No Data