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Error when computing: Reference to a deleted or inactive downstream pipe
Scott Kampa
Applies To Product(s): WaterGEMS, WaterCAD, SewerGEMS, SewerCAD, HAMMER Version(s): CONNECT Edition, V8i Area: Modeling Original Author: Scott Kampa, Bentley Technical Support Group Problem After computing a…
over 4 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Wiki
Adding constraints to pumps in Darwin Scheduler
Benson
Hi! Is there a way to dictate the limit of operating flow or head of a pump in Darwin Scheduler? I want to make sure that the results will stay within only a certain band of pump efficiency aside from the relative speed. Benson
Answered
over 9 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
Re: MODELING OF IN-LINE BOOSTERS...
Mal Sharkey
Hi James, In my experience, the best way to determine the effects of adding a booster pump to your system is to add that pump into an existing model...so this is where your WaterGEMS model efforts should really start to pay off! When you…
over 15 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
Re: Pump characteristics
Mal Sharkey
Hi jyoti, What makes you think the residual pressure head of 25m is incorrect? Keep in mind that the pressure in a simple system will equal the tank water surface elevation + the head the pump provides - losses in the system - the elevation of the…
over 13 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
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