• In WaterGems, can the junction symbol and the junction labels be of different colors and is there any way to put a underline for the labels

  • Input Data of Pump Q & H is not matching with Output Results

    Hi, We are using the Water GEMS V8i (Select Series 5). In one of our project, we are checking the adequacy of existing transmission main with existing pumps. In Water Gems, We have modeled the pipeline & pumps as per existing data like Pump Flow & Head…
  • Darwin Calibrator - Boundary Overrides

    Hi! I am calibrating a network in EPS, and I need calibrate some pipes, but i just have level tanks datas and pump's flow datas. So I put the pump's flow data in "Observed Targed" and level tanks in "Boundary Overrides". My pumps turn on or off according…
  • System Head Curve Using PPD

    I am having some complications in generating a system head curve that I am confident in. Let me explain the scenario. I have a model of a fairly small system (200 ish users) and had modeled the system using a PPD analysis since I don't have any reservoirs…
  • WaterGems Demand allocation

    Hello all! I have a question for all the more advanced WaterGems users, regarding demand allocation. I have a whole city's water distribution network uploaded in watergems (something like a 650km of distribution pipes and 90km of transportation lines…
  • Problem with my demand?

    Hello there, I am an engineering tech student and am working on a project which involves creating a water distribution model for a small town in WaterCAD V8i and doing a basic pressure/flow analysis on it. I've created the model with the appropriate…
  • Re: Pump flow

    If the pump is 30 years old and you entered the original pump curve in the model, then that could explain also some differences (since the pump is not likely to be giving the same performance now as it did back when it was first installed). You…