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Learn WaterGEMS for income
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Module 1
Core Hydraulic Concepts in WaterGEMS
1
Hazen-Williams Equation Parameters & Head Loss in WaterGEMS
Explain how Hazen-Williams equation parameters (C-factor, diameter, length) affect head loss calculations in WaterGEMS.
Pressure, Elevation, and HGL in Water Networks
Describe the relationship between pressure, elevation, and hydraulic grade line (HGL) in a water distribution network.
3
Pump and Tank Modeling Parameters
Identify the key modeling parameters for pumps (pump curve, efficiency) and storage tanks (elevation, levels, diameter).
4
Tanks vs. Reservoirs in WaterGEMS
Distinguish between the hydraulic functions of a tank and a reservoir within a WaterGEMS model.
5
Diurnal Demand Patterns and Customer Types
Describe the concept of diurnal demand patterns and their application to different customer types.
6
Estimating System Demands
Estimate average system demands using population data, land use information, or other client-provided metrics.
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