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OpenFlows | Water Infrastructure
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Advanced Water Distribution Modeling
(EPS)
.sqlite
Active Topology
Advanced Water Distribution Modeling and Management
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analysis
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AWDM
Bentley
Bentley HAMMER
Bentley Water
Bentley WaterCAD
Bentley WaterGEMS
BoundaryOverrides
calibration
DarwinCalibrator #Calibration #Calibrator
Demand Allocation
pump
Pump Curve
watercad#watergems
WaterGEMS
WaterGEMS #ArcGIS #geodatabase
waterGEMS #Controls
In WaterGems, can the junction symbol and the junction labels be of different colors and is there any way to put a underline for the labels
ALEKH T
over 6 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
Input Data of Pump Q & H is not matching with Output Results
Arun V
Hi, We are using the Water GEMS V8i (Select Series 5). In one of our project, we are checking the adequacy of existing transmission main with existing pumps. In Water Gems, We have modeled the pipeline & pumps as per existing data like Pump Flow & Head…
Answered
over 8 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
Darwin Calibrator - Boundary Overrides
joaoguardabaxo
Hi! I am calibrating a network in EPS, and I need calibrate some pipes, but i just have level tanks datas and pump's flow datas. So I put the pump's flow data in "Observed Targed" and level tanks in "Boundary Overrides". My pumps turn on or off according…
Answered
over 8 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
System Head Curve Using PPD
vgodfrey@pec.us.com
I am having some complications in generating a system head curve that I am confident in. Let me explain the scenario. I have a model of a fairly small system (200 ish users) and had modeled the system using a PPD analysis since I don't have any reservoirs…
over 8 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
WaterGems Demand allocation
Rui Prata
Hello all! I have a question for all the more advanced WaterGems users, regarding demand allocation. I have a whole city's water distribution network uploaded in watergems (something like a 650km of distribution pipes and 90km of transportation lines…
Answered
over 9 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
Problem with my demand?
Craig Knudsen
Hello there, I am an engineering tech student and am working on a project which involves creating a water distribution model for a small town in WaterCAD V8i and doing a basic pressure/flow analysis on it. I've created the model with the appropriate…
Answered
over 9 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
Re: Pump flow
Mal Sharkey
If the pump is 30 years old and you entered the original pump curve in the model, then that could explain also some differences (since the pump is not likely to be giving the same performance now as it did back when it was first installed). You…
over 15 years ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Forum
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