Abstract

Water distribution system monitoring is currently carried out using advanced real-time control technologies to achieve a higher operational efficiency. Data analysis techniques can be implemented for condition estimation, which are crucial tools for managing, developing, and operating water networks using the monitored flow rate and pressure data at some network pipes and nodes. This work proposes a state estimation methodology that enables one to infer the hydraulic state of the operating speed of pumping systems from these pressure and flow measurements. The presented approach suggests using graph convolutional neural network theory linked to hydraulic models for generating a digital twin of the water system. It is validated on two benchmark hydraulic networks: the Patios-Villa del Rosario, Colombia, and the C-Town networks. The results show that the proposed model effectively predicts the state estimation in the two hydraulic networks used. The results of the evaluation metrics indicate low values of mean squared error and mean absolute error and high values of the coefficient of determination, reflecting high predictive ability and that the prediction results adequately represent the real data.

Highlights

  • Water distribution systems (WDS) are currently made up of different hydraulic structures and complex elements interconnected to supply the requirements regarding the water demand of a community [1,2]

  • These techniques/methodologies are typically based on supervisory control and data acquisition systems (SCADA), which provide real-time measurements taken in the field, the WDS, and are transmitted to a central control system [5,6]

  • In WDS, the implementation of digital twins (DTs) allows for the creation of hydraulic models that enable the development of the simulation of dynamic processes to improve the design of new infrastructures, reduce risk scenarios and optimize the management of the network and its elements [45]

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Summary

Introduction

Water distribution systems (WDS) are currently made up of different hydraulic structures and complex elements interconnected to supply the requirements regarding the water demand of a community [1,2]. In WDS, the implementation of DTs allows for the creation of hydraulic models that enable the development of the simulation of dynamic processes to improve the design of new infrastructures, reduce risk scenarios and optimize the management of the network and its elements [45]. In this case, new SE techniques, based on T-GCNs, contribute to the initial implementation of DTs in WDSs. SE applications on WDSs have recently been explored, most works intend to estimate hydraulic parameters (e.g., pressure and flow).

Methods
Temporal-Graph Convolutional Neural Networks
Evaluation Parameters
Pressure and Flow Calculation from the Estimated Relative Speed
Case Studies
Network 1
Network 2
Data Set Generation for T-GCN Application
Evaluation for for Pump
Scatter
Conclusions
Full Text
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