• STORMCAD

    RJRM
    RJRM
    I'm trying to model a connection of pipes that has a Ductile Iron Pipe 12'' diameter (20M LENGTH) connected to a Increaser to connect a 20'' diameter pipe(4.97 M LENGTH) that is conected to a reducer for a connection of a 16'' diameter pipe. How can i…
    • 11 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Diversion link not being "designed" / ignored by the GVF-Convex / GVF-Rational Solver

    Yashodhan Joshi
    Yashodhan Joshi
    Product(s): SewerGEMS, SewerCAD, StormCAD Version(s): 10.XX.XX.XX, 08.11.XX.XX Area: Modeling Problem Diversion link not being "designed" / ignored by the GVF-Convex / GVF-Rational solver in SewerGEMS / SewerCAD / StormCAD…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Pressure Junction vs Transition vs Manhole

    Ankit Kulkarni
    Ankit Kulkarni
    Product(s): SewerGEMS, SewerCAD, StormCAD, CivilStorm Version(s): CONNECT Edition, V8i Environment: N\A Area: Modeling Problem What are the differences between the pressure junction, transition and manhole…
    • 2 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Cross section vs Transition for modeling slope or size change

    Jesse Dringoli
    Jesse Dringoli
    Applies To Product(s): SewerGEMS, StormCAD, Civilstorm Version(s): CONNECT Edition, V8i Area: Modeling Original Author: Jesse Dringoli, Bentley Technical Support Group Problem What should I…
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki