Scientific Reports· 2026Q1
Construction of a leak detection and pressure regulation system for municipal water distribution networks integrating digital twin technology
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- Q1SCImago
- 2026year
Short summary
A novel integrated system uses a synchronized digital twin to simultaneously detect leaks and regulate pressure in municipal water networks, achieving a pooled F1 score of 0.916 and increasing leakage reduction to 37.5% while maintaining 99.4% service compliance.
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Key points
- An integrated digital twin system synchronizes real-time data for simultaneous leak detection and pressure regulation in water networks.
- The system employs an ensemble Kalman filter, recalibration, and a graph attention network for dynamic parameter updates and accurate leak localization.
- The integrated system achieved a pooled F1 score of 0.916 and a Top-5 hit rate of 0.816, outperforming a strong baseline (0.836 and 0.573).
- On a specific network (C-Town), leakage reduction increased from 24.6% to 37.5% with 99.4% service compliance.
AI-generated from the title and abstract; the full text is not read.
Abstract
Abstract Aging municipal water networks lose a substantial share of treated water to leakage, yet detection and pressure control are still pursued on separate models, so neither can inform the other. This paper builds an integrated system in which both functions read from and write to one continuously synchronized digital twin. The twin couples an open-source hydraulic kernel, a pressure-dependent demand closure and emitter-based leakage to an ensemble Kalman filter and a weighted least-squares recalibration step, so that heads, flows, Hazen–Williams roughness coefficients and demand multipliers are updated from multi-source telemetry rather than frozen at commissioning. Detection normalizes twin residuals against diurnal demand patterns and combines a sliding-window CUSUM statistic with a Mahalanobis joint test; the residual field then feeds a graph attention network that scores each junction and aggregates node posteriors into ranked suspect pipe segments. Regulation solves a bi-objective program over valve settings and pump speeds, weighting nodes by their leak posterior so that head is reduced hardest where water actually escapes, subject to service-head, switching and resilience constraints. Results are reported network by network rather than pooled alone. The pooled F1 reaches 0.916 and the Top-5 hit rate 0.816, against 0.836 and 0.573 for the strongest baseline, with per-network F1 ranging from 0.903 on C-Town to 0.932 on Net3 and mean detection latency falling to roughly four hours. On the official BattLeDIM 2019 scenarios, held out as an independent validation set, the same model retains an F1 of 0.818 but sheds about twenty points of Top-5 hit rate, which bounds how far the in-house training distribution generalizes. Closing the loop on C-Town raises leakage reduction from 24.6% under uniform depressurization to 37.5% while holding service compliance at 99.4%. Ablations identify state assimilation as the load-bearing component. Code and result records accompany the paper; scalability beyond a few thousand nodes, transient hydraulics and the capital cost of dense instrumentation remain open limitations.
The authors' abstract, as published at the source. Scientific Reports, 2026 · DOI ↗
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Field: Civil and Structural Engineering
Civil and Structural EngineeringEngineering