Advancements in Burst Localization Through Real-Time Hydraulic Gradient Analysis with Deep Neural Networks in Complex Water Transmission Systems
Ko, G; Farmani, R; Keedwell, E; et al.Wan, X
Date: 2025
Article
Journal
Journal of Water Resources Planning and Management
Publisher
American Society of Civil Engineers (ASCE)
Publisher DOI
Abstract
In urban water management, the rapid detection and localization of bursts in water transmission lines
(WTLs) is a critical step for efficient response, aiming to reduce service disruptions and minimize
infrastructure damage. Transient methods primarily used for WTL burst detection lack practicality for
application in real WTLs. ...
In urban water management, the rapid detection and localization of bursts in water transmission lines
(WTLs) is a critical step for efficient response, aiming to reduce service disruptions and minimize
infrastructure damage. Transient methods primarily used for WTL burst detection lack practicality for
application in real WTLs. Traditional pressure and flow-based data analysis methods have limitations
in pinpointing the locations of bursts. To overcome these issues, this paper introduces an innovative
method for real-time burst detection and localization in complex WTLs based on the analysis of
hydraulic gradient (HG) variations. The methodology involves tracking discrepancies in real time
between estimated and actual HG values across segmented WTLs, using deep learning. The developed
models learn patterns and nonlinear relationships among various factors such as pump switching, valve
statuses, and flow variations. This approach offers a clear advantage for burst localisation; as a burst in
any segment causes actual HGs to be higher than the estimated ones at the upstream segments, while
the opposite effect is observed at the downstream segments due to energy loss from the burst. This
innovative method has been tested in two burst incidents in two real case studies and accurately detected
a segment that had a burst in both case studies. In comparison, traditional pressure-based methods, while
successful in detecting both bursts, misidentified the locations of these incidents. This underscores the
proposed method's enhanced accuracy in pinpointing burst locations. The integration of this
methodology with existing supervisory control and data acquisition (SCADA) systems highlights the
method's practical applicability, significantly contributing to the development of robust and resilient
urban water infrastructures.
Engineering
Faculty of Environment, Science and Economy
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