A two-stage approach to detecting pipeline leaks using wavelet transform and inverse transient analysis

Pipeline leakage results in significant water and energy losses, contaminating drinking water and prompting extensive research for effective solutions. This study employed a two-stage approach to detect leaks in viscoelastic pipelines. In the first stage, wavelet analysis was utilized to identify the number and approximate locations of the leaks. The second stage involved inverse transient analysis (ITA) to precisely determine the leak locations and sizes. To evaluate the effectiveness of this approach, two numerical tests were conducted, followed by four experimental tests for verification. Results from the wavelet analysis indicated a location accuracy of 2%, defining a potential range of ±1% of the pipe length. The ITA determined leak locations and sizes in the numerical tests with errors of less than 1.5% and 2.2%, respectively. Similarly, the method demonstrated errors of less than 1.8% and 3.1% for the experimental tests in locating and sizing the leaks.

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Publication Details

Journal
Urban Water Journal
Published
2025-12-06
DOI
https://doi.org/10.1080/1573062x.2025.2594547
Primary Topic
Water Systems and Optimization
Type
article
Field-Weighted Citation Impact
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article

A two-stage approach to detecting pipeline leaks using wavelet transform and inverse transient analysis

Roberto Ranzi, Mahmood Shafai Bejestan, Mostafa Rahmanshahi, Hossein Azizi Nadian et al.
Urban Water Journal
Water Systems and Optimization
article

A two-stage approach to detecting pipeline leaks using wavelet transform and inverse transient analysis

Roberto Ranzi, Mahmood Shafai Bejestan, Mostafa Rahmanshahi, Hossein Azizi Nadian, N. Rad
article en

Abstract

Pipeline leakage results in significant water and energy losses, contaminating drinking water and prompting extensive research for effective solutions. This study employed a two-stage approach to detect leaks in viscoelastic pipelines. In the first stage, wavelet analysis was utilized to identify the number and approximate locations of the leaks. The second stage involved inverse transient analysis (ITA) to precisely determine the leak locations and sizes. To evaluate the effectiveness of this approach, two numerical tests were conducted, followed by four experimental tests for verification. Results from the wavelet analysis indicated a location accuracy of 2%, defining a potential range of ±1% of the pipe length. The ITA determined leak locations and sizes in the numerical tests with errors of less than 1.5% and 2.2%, respectively. Similarly, the method demonstrated errors of less than 1.8% and 3.1% for the experimental tests in locating and sizing the leaks.

Urban Water Journal
Hong Kong Polytechnic University (HK), Shahid Chamran University of Ahvaz (IR), University of Brescia (IT)
Openalex Percentile: Top 60%
Water Systems and Optimization
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A two-stage approach to detecting pipeline leaks using wavelet transform and inverse transient analysis — Roberto Ranzi, Mahmood Shafai Bejestan, et al. · Urban Water Journal (2025) | TGRS Research Map | TGRS