• FlowMaster material library missing Hazen Williams roughness coefficient and other data

    Yashodhan Joshi
    Yashodhan Joshi
    Product(s): FlowMaster Version(s): 10.03.00.03 Area: Layout and Data Input Problem The material library in FlowMaster CE U3 (10.03.00.03) is missing Hazen-Williams roughness coefficient and other data. In their place, you…
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • How to use the Modified Hazen-Williams formula for analysis in WaterGEMS / WaterCAD / HAMMER?

    Jesse Dringoli
    Jesse Dringoli
    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…
    • over 4 years 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
  • Roughness value changing to the default value after splitting the pipe

    Scott Kampa
    Scott Kampa
    Product(s): Bentley WaterGEMS, Bentley WaterCAD Version(s): 08.11.06.58 Environment: N\A Area: Problem After doing a pipe split, the roughness coefficient is changing to the default value. Solution…
    • over 7 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
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