Use of 3D Image Data for Leak Detection of in-Service Deteriorated Water Pipeline

Leakage in service pipelines is recognized as a cause of structural failure. This study proposes a non-contact leak detection method with Digital Image Correlation (DIC) based on measuring pipe deformation caused by water hammer pressure with leak information. Strain on the pipe surface is measured without direct access, and deformation characteristics are extracted. Experiments are conducted on both model and in-service pipelines. Frequency-domain features are obtained through Fast Fourier Transform (FFT), and energy attenuation is quantified by damping coefficients. Greater attenuation of water pressure and circumferential strain is observed in leakage cases. The peaks in amplitude spectra are found to be smaller under leakage conditions. The damping coefficients are confirmed to increase as the leakage position becomes closer to the pressure wave source. These findings suggest that leakage-induced energy loss can be effectively evaluated through non-destructive strain measurements. The proposed method has the potential to support pipeline integrity assessment without the use of pressure sensors.

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Publication Details

Journal
e-Journal of Nondestructive Testing
Published
2025-09-18
DOI
https://doi.org/10.58286/31692
Primary Topic
Water Systems and Optimization
Type
article
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article

Use of 3D Image Data for Leak Detection of in-Service Deteriorated Water Pipeline

Taiki Hagiwara, Yohei Asada, T. Tsubota, Tetsuya Suzuki et al.
e-Journal of Nondestructive Testing
Water Systems and Optimization
article

Use of 3D Image Data for Leak Detection of in-Service Deteriorated Water Pipeline

Taiki Hagiwara, Yohei Asada, T. Tsubota, Tetsuya Suzuki, Yuto Takahashi
article en

Abstract

Leakage in service pipelines is recognized as a cause of structural failure. This study proposes a non-contact leak detection method with Digital Image Correlation (DIC) based on measuring pipe deformation caused by water hammer pressure with leak information. Strain on the pipe surface is measured without direct access, and deformation characteristics are extracted. Experiments are conducted on both model and in-service pipelines. Frequency-domain features are obtained through Fast Fourier Transform (FFT), and energy attenuation is quantified by damping coefficients. Greater attenuation of water pressure and circumferential strain is observed in leakage cases. The peaks in amplitude spectra are found to be smaller under leakage conditions. The damping coefficients are confirmed to increase as the leakage position becomes closer to the pressure wave source. These findings suggest that leakage-induced energy loss can be effectively evaluated through non-destructive strain measurements. The proposed method has the potential to support pipeline integrity assessment without the use of pressure sensors.

e-Journal of Nondestructive TestingVol. 30(10)
Openalex Percentile: Top 73%
Water Systems and Optimization
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