Technical Papers
Dec 28, 2021

Leakage Identification in Water Distribution Networks Based on XGBoost Algorithm

Publication: Journal of Water Resources Planning and Management
Volume 148, Issue 3

Abstract

To detect leakage in urban water distribution networks and study the relationship between monitoring information and leakage diagnosis, the XGBoost algorithm was applied to identify the leakage zone and predict the leakage level. Software was adopted to call EPANET V2.2 for analyzing a water distribution network model, and emitters were added in the middle of pipes to simulate leakage events. By changing the discharge coefficient, the leakage flow was varied in hydraulic analysis. The node pressure sensitivity matrix was calculated, and the sensor placement and pipe zones were determined using the fuzzy c-means clustering method. Different leakage scenarios were simulated, and the location and level of leakage were identified through pressure changes at monitoring points based on the XGBoost algorithm. Taking two hydraulic models of water distribution network as examples to simulate and predict, which were compared with back-propagation neural network algorithm, it was revealed that the XGBoost algorithm can not only identify the leakage zone, but also predict the leakage level well. On the basis of sensor placement by Fuzzy c-means algorithm, for different leak scenarios, the average identification accuracy of the XGBoost algorithm was 5.54% higher than that of the back-propagation neural network algorithm in leakage zone. The average prediction accuracy of the XGBoost algorithm was 2.71% higher than that of the back-propagation neural network algorithm in leakage level. The XGBoost algorithm effectively can identify the leakage of water distribution networks.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request: (1) the inp file of the virtual pipe network model; (2) the inp files of five leakage scenarios in the virtual pipe network; (3) MATLAB code of sensor placement based on the FCM clustering algorithm; and (4) MATLAB code of leakage prediction based on the BPNN.

Acknowledgments

This work is financially supported by the National Natural Science Foundation of China (Grant No. 51678017).

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 148Issue 3March 2022

History

Received: Feb 4, 2021
Accepted: Nov 1, 2021
Published online: Dec 28, 2021
Published in print: Mar 1, 2022
Discussion open until: May 28, 2022

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Ph.D. Student, Faculty of Architecture, Civil and Transportation Engineering, Beijing Univ. of Technology, Beijing 100124, China. ORCID: https://orcid.org/0000-0002-7782-7781. Email: [email protected]
Professor, Faculty of Architecture, Civil and Transportation Engineering, Beijing Univ. of Technology, Beijing 100124, China. Email: [email protected]
Associate Professor, Faculty of Architecture, Civil and Transportation Engineering, Beijing Univ. of Technology, Beijing 100124, China (corresponding author). Email: [email protected]

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