• Customer Meter Impact on Run Times
    Nathaniel Homan
    Hello, I have two versions of a model, one in which I have allocated demands directly to junctions, and another where the service locations were imported as customer meters and then associated with pipes...
  • New Development WaterCAD Model
    dunc7066
    I have been tasked to size waterlines for a new development. Waterline alignments have been determined, elevations have been assigned to junctions, and peak demands have been assigned to junctions as necessary...
  • Using Start and Stop Control Structures for conduits and channels
    Larry Abla
    Product(s): SewerGEMS, SewerCAD, CivilStorm Version(s): CONNECT Edition, V8i Area: Layout and Data Input Using Control Structures in the storm-sewer products Flow regulating...
  • WaterGEMS - How to control volume over the course of 24 hours through an element
    AW
    I'm working in WaterGEMS. I'm trying to control both the flow in gpm and also the total gallons in a 24-hour period through a pipe. Is there a control setting I could use in this situation?
  • EPANET MODEL VALIDATION
    Abdulquawiyy Owolabi
    I have a EPANET model which I want to validate in WaterGEMS. I have imported it successfully and validated it. But then, I got an error (image below) PS: I have reservoir and nodes (junctions) in my...