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Updated: Jan 23, 2026

A Modeling and Simulation Method for Preliminary Design of an Electro-Variable Displacement Pump
Published on: June 1, 2022
Robust model for estimating pumping station characteristics and sewer flows from standard pumping station data
Martin Fencl1, Morten Grum2, Morten Borup3
1Department of Environmental Engineering (DTU Environment), Urban Water Systems Section, Technical University of Denmark, 2800 Kgs., Lyngby, Denmark E-mail: martin.fencl@cvut.cz; Department of Hydraulics and Hydrology, Czech Technical University in Prague, 166 29 Prague 6, Czech Republic.
A new model estimates sewer inflow using only water levels and power consumption at pumping stations. This method aids in diagnosing sewer functions and identifying problems like infiltration.
Area of Science:
- Environmental Engineering
- Hydraulic Engineering
- Wastewater Management
Background:
- Reliable sewer function diagnostics and problem identification (e.g., inflow and infiltration) depend on accurate flow data.
- Pumping stations are essential components of separate sewer systems, and their flow estimates can significantly aid in system monitoring.
Purpose of the Study:
- To develop a robust model and optimization procedure for estimating inflow to a pumping station.
- To utilize readily available data: registered water levels in the pump sump and power consumption.
Main Methods:
- A robust model was developed and optimized for inflow estimation.
- The model was tested using one month of data from a single upstream pumping station.
Main Results:
- The model successfully estimated inflow based on water levels and power consumption.
- The model effectively identified pump capacity and volume thresholds for pump switching.
- The model's suitability for flow estimation during high inflow or frequent pump switching was demonstrated.
Conclusions:
- The proposed model provides a viable method for estimating sewer inflow using accessible data from pumping stations.
- Accurate pump parameters derived from the model are crucial for reliable flow estimation in dynamic sewer conditions.
- Model sensitivity to observation errors in volume and inflow/outflow variability during transition states requires consideration.
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