TECHNICAL PAPERS
Dec 1, 2005

Standing Wave Difference Method for Leak Detection in Pipeline Systems

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Publication: Journal of Hydraulic Engineering
Volume 131, Issue 12

Abstract

The current paper focuses on leakage detection in pipe systems by means of the standing wave difference method (SWDM) used for cable fault location in electrical engineering. This method is based on the generation of a steady-oscillatory flow in a pipe system, by the sinusoidal maneuver of a valve, and the analysis of the frequency response of the system for a certain range of oscillatory frequencies. The SWDM is applied to several configurations of pipe systems with different leak locations and sizes. A leak creates a resonance effect in the pressure signal with a secondary superimposed standing wave. The pressure measurement and the spectral analysis of the maximum pressure amplitude at the excitation site enable the identification of the leak frequencies and, consequently, the estimation of the leak approximate location. Practical difficulties of implementation of this technique in real life systems are discussed.

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References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 131Issue 12December 2005
Pages: 1106 - 1116

History

Received: Dec 19, 2001
Accepted: Feb 15, 2005
Published online: Dec 1, 2005
Published in print: Dec 2005

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Authors

Affiliations

Dídia Covas [email protected]
Assistant Professor, Civil Engineering Dept., Instituto Superior Técnico, Av. Rovisco Pais, 1049-001 Lisbon, Portugal (corresponding author). E-mail: [email protected]
Helena Ramos [email protected]
Professor, Civil Engineering Dept., Instituto Superior Técnico, Av. Rovisco Pais, 1049-001 Lisbon, Portugal. E-mail: [email protected]
A. Betâmio de Almeida [email protected]
Full Professor, Civil Engineering Dept., Instituto Superior Técnico, Av. Rovisco Pais, 1049-001 Lisbon, Portugal. E-mail: [email protected]

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