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  1. TOWNENGINEER

    WaterCAD peak demands

    I am modeling our water system and am not sure what to use for a typical residential peak demand for water service. I am assuming a base with a peaking factor of 2.5. What should the base be? thanks for your input.
  2. TOWNENGINEER

    WaterCAD pressure vs flow

    I am new to WaterCAD and have input a model of a water system. It returns pressures at all of the juctions but there are pipes with zero flows. What am I missing?

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