• 1. How can there be a flow supply without any flow demand? Can anyone help pe learn about it?

  • How to attach an existing junction on an existing pipe line?

    I am working on a model in which many of the junctions are not on the existing pipeline. So, I want to attach the existing junction(which is not attached to the pipeline) to the existing pipeline by not creating a new junction on the pipeline and splitting…
  • How to model discharge to atmosphere point

    HI, I'm working on my college project (The project is a plumbing system to drain a 1-m3 tank in the shortest time ). I use the discharge to atmosphere element at the end of the project but I'm really confused with this element's input data like [Flow…
  • Water Distribution Modeling Software Survey

    Hello, If you have a few minutes please fill out this short survey to help the Bentley Institute Geospatial team create better training that is more suited to the workflow of our users. http://www.surveygizmo.com/s3/568508/Water-Distribution-Modeling…
  • Initial conditions,KNOWN water level in the tank in every time step

    Regards to all. The existing water supply network belongs to III elevation zones of much larger water supply system and ends with the tank of III elevation zone. It is necessary to design new water supply network of IV elevation zone. In the…
  • Haestad Product Line: New Version Release of WaterGEMS, WaterCAD, and HAMMER

    We are happy to announce that refresh releases are now available to download for Bentley WaterGEMS V8i SELECTseries 4, Bentley WaterCAD V8i SELECTseries 4, and Bentley HAMMER V8i SELECTseries 4 (build 08.11.03.58). These are available for download…