Real-time transient data assimilation in pipe networks using an extended Kalman filter

Abstract Hydraulic transient data assimilation in pipe networks plays a critical role in monitoring the network behaviours, thereby ensuring the safety and reliability of water supply systems. However, the existing Kalman filter (KF)-based methods integrated with traditional numerical models face a severe computational burden with a significant number of state variables caused by pipe discretization. This study presents a new approach that combines an extended KF with a recently developed efficient hydraulic transient model that requires only a coarse discretization. The new method is particularly suited when the transient fluctuation is of relatively low frequency. As the number of state variables is reduced, real-time estimation of the system’s hydraulic states can be enabled, along with an enhanced accuracy of transient predictions. The proposed method was tested in two numerical pipe networks – a seven-pipe network and a 51-pipe network, with sudden changes in demand. The results indicate that the method can provide accurate estimation of transient states in real-time and has high performance and efficiency for large pipe networks.

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Publication Details

Journal
Cambridge Prisms Water
Published
2025-01-01
DOI
https://doi.org/10.1017/wat.2025.10007
Citations
2
Primary Topic
Water Systems and Optimization
Type
article
Field-Weighted Citation Impact
1.91
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article

Real-time transient data assimilation in pipe networks using an extended Kalman filter

Nhu Cuong, Wei Zeng, Martin F. Lambert, Aaron C. Zecchin et al.
2 citations
Cambridge Prisms Water
Water Systems and Optimization
1.91
article

Real-time transient data assimilation in pipe networks using an extended Kalman filter

Nhu Cuong, Wei Zeng, Martin F. Lambert, Aaron C. Zecchin, Jiawei Ye
article en
2 citations

Abstract

Abstract Hydraulic transient data assimilation in pipe networks plays a critical role in monitoring the network behaviours, thereby ensuring the safety and reliability of water supply systems. However, the existing Kalman filter (KF)-based methods integrated with traditional numerical models face a severe computational burden with a significant number of state variables caused by pipe discretization. This study presents a new approach that combines an extended KF with a recently developed efficient hydraulic transient model that requires only a coarse discretization. The new method is particularly suited when the transient fluctuation is of relatively low frequency. As the number of state variables is reduced, real-time estimation of the system’s hydraulic states can be enabled, along with an enhanced accuracy of transient predictions. The proposed method was tested in two numerical pipe networks – a seven-pipe network and a 51-pipe network, with sudden changes in demand. The results indicate that the method can provide accurate estimation of transient states in real-time and has high performance and efficiency for large pipe networks.

Cambridge Prisms WaterVol. 3
The University of Adelaide (AU)
Openalex Percentile: Top 14%
Water Systems and Optimization
1.91
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