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Adarsh Sanjeeva
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RE: Model Builder - GIS files multiple Import and Object ID
Adarsh Sanjeeva
Thank you so much.
over 1 year ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
RE: WaterGEM Airvalve
Sushma Choure
Hello Adarsh, You can include air valve in hydraulic analysis of water distribution model as well at high points, where you are experiencing large negative pressures. Later you can perform transient analysis in Hammer when you are done with hydraulic…
over 1 year ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
RE: WaterGEMS
Jesse Dringoli
To add to Scott's response: You can either model the headloss from the fittings as a minor loss coefficient on an existing pipe per this article , or you can import them using ModelBuilder. If you only import a point shapefile to an existing model…
over 1 year ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
RE: Pipe Leakage / Burst in Water Distribution Network
Tom Walski
You would create a new scenario for the burst. You would add the burst flow to the nearest node (new demand alternative). Or if it is between two nodes, you can decide how much goes with each node.
over 2 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
RE: Water-gems, Temperature and Kinematic Viscosity - How to check the hydraulic model for different Temperature / Kinematic Viscosity values like 15, 25, 30, 35 degree celsius.
Sushma Choure
Hello Adarsh, Here is information about modeling different fluid temperatures for your reference, please go through it. Modeling other fluids or fluid temperatures When the user changes the fluid, why doesn't the calculated pump head change? You…
over 3 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum