• How to use the Modified Hazen-Williams formula for analysis in WaterGEMS / WaterCAD / HAMMER?

    Ankit Kulkarni
    Ankit Kulkarni
    Product(s): WaterGEMS, WaterCAD Version(s): CONNECT Edition, V8i Area: Calculations Problem How to use the Modified Hazen-Williams formula for analysis in WaterGEMS / WaterCAD? Background In some parts of the world the…
    • 1 month ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Pipe sizing - Pipe diameters and insulation thickness

    Duncan Brown
    Duncan Brown
    Product(s): Hevacomp Mechanical Designer Version(s): V8i (version number) Environment: N/A Area: N/A Subarea: N/A Problem You may wish to consider pipe ranges in your project. This spreadsheet…
    • over 5 years ago
    • Hevacomp
    • Hevacomp Wiki
  • Roughness not updating in conduit properties after constraint based design

    Yashodhan Joshi
    Yashodhan Joshi
    Product(s): SewerCAD, SewerGEMS, StormCAD, CivilStorm Version(s): 10.00.00.40 Area: Other Problem After running constraint based design with the GVF-Rational (StormCAD) or GVF-Convex (SewerCAD) solver, the roughness values…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • What is the difference between Darcy-Weisbach roughness coefficients e and f, and Bed Roughness Ks or K?

    Jesse Dringoli
    Jesse Dringoli
    Product(s): WaterGEMS, WaterCAD, HAMMER, SewerGEMS, SewerCAD, CivilStorm Version(s): CONNECT Edition, V8i Area: Modeling Problem Difference between the coefficients e and f , when using the Darcy-Weisbach friction…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Increasing headloss for all pipes or a set of pipes

    Jesse Dringoli
    Jesse Dringoli
    Product(s): Bentley WaterGEMS, WaterCAD Version(s): 08.11.XX.XX Environment: N\A Area: Modeling Problem Is there a way to apply a headloss as a percentage to all pipes or a set of pipes? For example…
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • How can I global edit the pipe material and have the roughness update?

    Yashodhan Joshi
    Yashodhan Joshi
    Product(s): WaterGEMS, WaterCAD, SewerGEMS, SewerCAD, StormCAD, CivilStorm, Hammer Version(s): 08.11.XX.XX, 10.XX.XX.XX Area: Layout and Data Input Problem How can I global edit the pipe material and have the roughness update…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Pipe Sizing - Roughness figures and equivalent range selection

    Duncan Brown
    Duncan Brown
    Product(s): Bentley Hevacomp Version(s): V8i (N/A) Environment: N/A Area: N/A Subarea: N/A Method The following figures are used by the Netsys Pipe sizing program. Range Roughness…
    • over 7 years ago
    • Hevacomp
    • Hevacomp Wiki
  • Duct sizing - Roughness figures

    Shane Regan
    Shane Regan
    Product(s): Hevacomp Mechanical Designer Version(s): V8i Environment: N/A Area: Netsys Ductwork Subarea: N/A Overview Roughness values used in Netsys Duct sizing calculations are dependant…
    • over 7 years ago
    • Hevacomp
    • Hevacomp Wiki
  • Re: reduction in C value over period of time

    Mal Sharkey
    Mal Sharkey
    This is a tough one because C value changes vs. pipe age is really system specific. Are there any older Ductile Iron pipes in the public transmission system that are part of a calibrated model, or that you can do a roughness test on? That would…
    • over 15 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum