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OpenFlows | Water Infrastructure
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roughness coefficient
CivilStorm
CONNECT Edition Update 3
Darcy-Weisbach
FlowMaster
friction factor
HAMMER
Hazen Williams C factor
Hazen-Williams
Hazen-Williams friction coefficient
headloss
Ks
Migrated
Modified C factor
Modified Hazen-Williams
pipe split
relative roughness
reviewed2017
Reviewed2018
Reviewed2019
Roughness
SewerCAD
SewerGEMS
Swamee-Jain
WaterCAD
WaterGEMS
FlowMaster material library missing Hazen Williams roughness coefficient and other data
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
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
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
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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