• Design of dipping tube tank for horizontal or slopping downward pumping reach (Hammar)?

    hadeel abdelhamid
    hadeel abdelhamid
    Hello Everyone, I am protecting a horizontal sewage line with a dipping tube and I have some questions 1) Should the dipping tube tank base be on the ground level or can it be lowered sometimes for some reason? 2) when I tried to put it in the ground…
    • Answered
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Extreme Flow in Sewergems

    Vaibhav Mehta
    Vaibhav Mehta
    Dear Sir, I have more than 50 catchments in my model, i have the shape file having attributes for Population Density, Area. All the 50 catchments are contributing to 2 parallel trunk lines. The Area is divided into 4 zones - like East, West,North…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Hammer Column Separation Sewage Rising Main

    Matija Oliver
    Matija Oliver
    Hi All, I'm modelling an existing DN450 AC Class15 foul rising main in Hammer. The total rising main length is approx 2.9km, however the highest gradient point is located at approx 2.1km. In order to simulate the highest gradient point in Hammer, I…
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
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