Abstract

A leak detection technique in liquid pipelines is presented in this paper. The governing equations of continuity and momentum are simplified and solved in the frequency domain using the transfer matrix method (TMM). A relationship between the relative leak location and the amplitude of the pressure oscillations is obtained, which depends on the piping system parameters and the amplitude and frequency of the flow oscillation. This relationship is utilized to construct leak detection curves (LDCs), the characteristics of which are discussed briefly. Unlike frequency response diagram (FRD) methods, in which a large number of harmonics is used to predict the leak location, the current approach requires a minimum effort because it uses only the first four harmonics of the flow oscillation. The effect of steady and unsteady friction is discussed. The comparison with the solution in the time domain by the method of characteristics (MOC) shows that the odd harmonic LDCs are slightly overestimated owing to the linearity assumption in the TMM solution. However, the even harmonic LDCs agree closely because the calculations are carried out in the downstream end of the pipeline at which the pressure head oscillations at the even harmonics are much smaller than those at the odd harmonics. The approach is also applied on experimental data from the literature where even harmonic LDCs are used to give four predictions of the actual leak location with estimation errors of 9.3%, 3%, 12.5%, and 0%, respectively. These errors, however, are acceptable in most practical applications.

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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.

Acknowledgments

The authors thank the Higher Committee for Education Development in Iraq (HCED), Ministry of Higher Education and Scientific Research (MOHESR), University of Basrah, and Northern Technical University for providing scholarships to the first and third authors. Thanks is also given to the Iraqi Cultural Office in Washington, DC for the continuous support.

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 11Issue 4November 2020

History

Received: Aug 2, 2019
Accepted: Apr 6, 2020
Published online: Jun 19, 2020
Published in print: Nov 1, 2020
Discussion open until: Nov 19, 2020

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Assistant Lecturer, Dept. of Civil Engineering, College of Engineering, Univ. of Basrah, Basrah 61004, Iraq; Research Affiliate, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208. ORCID: https://orcid.org/0000-0002-0922-6124. Email: [email protected]; [email protected]
Associate Professor, Dept. of Irrigation Engineering and Hydraulics, Alexandria Univ., Alexandria 11432, Egypt. ORCID: https://orcid.org/0000-0002-7423-1974. Email: [email protected]
Assistant Lecturer, Dept. of Building and Construction Technology Engineering, Engineering Technical College, Northern Technical Univ., Mosul 41002, Iraq; Research Affiliate, Dept. of Civil and Environmental Eng., Univ. of South Carolina, 300 Main St., Columbia, SC 29208. ORCID: https://orcid.org/0000-0001-8563-2522. Email: [email protected]; [email protected]
M. Hanif Chaudhry, Dist.M.ASCE [email protected]
Associate Dean (International Programs), College of Engineering and Computing, Univ. of South Carolina, 300 Main St., Columbia, SC 29208 (corresponding author). Email: [email protected]; [email protected]

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