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OpenFlows | Water Infrastructure
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Bentley
Pumps
analysis
Bentley WaterCAD
Demand
HAMMER
lift station
Profiles
Pump Curve
transients
WaterCAD
evento transitorio spegnimento pompa velocità variabile
Giovanni Stabile
buonasera, ho riscontrato due errori in questa simulazione: 1) problema cavitazione 2) analizzando i risultati dell'analisi ho notato che le portate (flow) delle tubazioni a valle della pompa spenta non tendono mai a 0 ho pensato: per risolvere…
over 1 year ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
Running 2 pumps in parallel
Nuey Tucker
Good Morning Everyone, I am a bit new to WaterCAD. I am trying to model 2 lift station pumps with different curves running parallel and joining together before tie in into a Force main. The model is attached. I am not sure how much data to input…
Answered
over 2 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
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