Time‐Domain Factorized Wave Model and Iterative Beamforming for Localizing Multiple Leaks in Water Pipes

Abstract Time‐domain full‐waveform inversion is a robust method for localizing leaks in urban water distribution pipes. However, its built‐in classical wave model suffers from coupled and interdependent leak parameters; thus, the localization of multiple leaks becomes a ‐parameter optimization problem ( is the number of leaks), which is high‐dimensional, non‐convex, and riddled with local optima. To address this problem, we analytically derive a time‐domain factorized wave model with decoupled leak parameters via the Born approximation. Based on this model, we propose an iterative beamforming algorithm that decomposes the complex ‐dimensional optimization problem into sequential one‐dimensional sub‐problems. This approach largely reduces complexity of both forward modeling and inverse estimation, enabling real‐time leak localization. Numerical experiments show that the proposed approach is accurate, efficient, super‐resolved, and robust in localizing multiple leaks. Moreover, it can estimate the unknown number of leaks without any prior information. Finally, the proposed approach is verified by recent laboratory experiments conducted in a viscoelastic pipe system, where unknown leaks are successfully localized.

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Publication Details

Journal
Water Resources Research
Published
2025-12-01
DOI
https://doi.org/10.1029/2025wr041092
Primary Topic
Water Systems and Optimization
Type
article
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article

Time‐Domain Factorized Wave Model and Iterative Beamforming for Localizing Multiple Leaks in Water Pipes

Huan‐Feng Duan, Tong‐Chuan Che, Mostafa Rahmanshahi, Qiuru Chen et al.
Water Resources Research
Water Systems and Optimization
article

Time‐Domain Factorized Wave Model and Iterative Beamforming for Localizing Multiple Leaks in Water Pipes

Huan‐Feng Duan, Tong‐Chuan Che, Mostafa Rahmanshahi, Qiuru Chen, M. Z. Wang
article en

Abstract

Abstract Time‐domain full‐waveform inversion is a robust method for localizing leaks in urban water distribution pipes. However, its built‐in classical wave model suffers from coupled and interdependent leak parameters; thus, the localization of multiple leaks becomes a ‐parameter optimization problem ( is the number of leaks), which is high‐dimensional, non‐convex, and riddled with local optima. To address this problem, we analytically derive a time‐domain factorized wave model with decoupled leak parameters via the Born approximation. Based on this model, we propose an iterative beamforming algorithm that decomposes the complex ‐dimensional optimization problem into sequential one‐dimensional sub‐problems. This approach largely reduces complexity of both forward modeling and inverse estimation, enabling real‐time leak localization. Numerical experiments show that the proposed approach is accurate, efficient, super‐resolved, and robust in localizing multiple leaks. Moreover, it can estimate the unknown number of leaks without any prior information. Finally, the proposed approach is verified by recent laboratory experiments conducted in a viscoelastic pipe system, where unknown leaks are successfully localized.

Water Resources ResearchVol. 61(12)
Hong Kong Polytechnic University (HK)
Openalex Percentile: Top 61%
Water Systems and Optimization
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