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OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
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    • RE: outflow and inflow in a tank ?

      MPachlhofer
      MPachlhofer
      Joseph, Yes, that flow(in net) is the flow going into the tank, hence why it's a positive flow, and flow (out net) is the flow going out the tank, hence why it is a negative flow. The "Flow Stored" is the net inflow into tanks at that time. For example…
      • over 7 years ago
      • OpenFlows | Water Infrastructure
      • OpenFlows | Water Infrastructure Forum
    • Re: Reservoirs

      Wayne Hartell
      Wayne Hartell
      The only reason I can think that a modeler would have 4 separate reservoirs for each pump (if in real life they all pumped from the same reservoir) is because they thought that it had to be that way for some reason, or it was just the evolution of the…
      • over 13 years ago
      • OpenFlows | Water Infrastructure
      • OpenFlows | Water Infrastructure Forum
    • Re: WaterCAD flow question

      Kim Davis
      Kim Davis
      Hi John: There are a couple of different ways to model this in your system, depending on how much information you have and the behaviour of your pumps. I'm going to assume you're doing extended period simuation modeling, since that's the only…
      • over 14 years ago
      • OpenFlows | Water Infrastructure
      • OpenFlows | Water Infrastructure Forum
    • Modelling Well Transmissivity

      Jonathan Funk
      Jonathan Funk
      Is there anyway to model groundwater well transmissivity? i.e. the more flow you pull from a reservoir, the lower the HGL of said reservoir. The only pattern I can seem to apply to reservoirs is a time-based one, which is only applicable…
      • over 13 years ago
      • OpenFlows | Water Infrastructure
      • OpenFlows | Water Infrastructure Forum
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