Technical Papers
Jan 24, 2013

Extended Blockage Detection in Pipes Using the System Frequency Response: Analytical Analysis and Experimental Verification

Publication: Journal of Hydraulic Engineering
Volume 139, Issue 7

Abstract

Extended blockages in a pipeline system are expected to impose changes onto the system resonant frequencies where the size and nature of the frequency shifts can be used to determine the blockage characteristics. Although a theoretical method for detecting and locating extended blockages in pipeline systems using these changes in the system frequency response (SFR) was developed by the authors in a previous paper, the impact of an extended blockage on SFR has yet been verified experimentally and is the topic of this paper. The impact of six different extended blockages under a range of different Reynolds numbers on the frequency response is used to confirm the theoretical behavior of an extended blockage. These experimental tests are conducted in the pipeline hydraulic laboratory at the University of Canterbury, New Zealand. An analytical simplification of the original SFR-based method is used to identify the key blockage parameters governing the frequency shifts and shows that the magnitude of the frequency shift increases with severity of blockages and is related to the changes in characteristic impedance and wave propagation coefficient of pipeline (pipe diameter, thickness, and/or wavespeed) imposed by the blockage. The experiments show that the length and location of potential extended blockages in the pipeline can be accurately predicted by the proposed method. Significant error exists, however, in the prediction of the pipe constriction diameter and is a result of the nonlinear operations in the experiments such as full valve closure in this study and the inability of existing models for perfectly replicating transient events in pipes with severe constrictions.

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Acknowledgments

This research is supported by the Research Grant Council (RGC) of Hong Kong under project numbers 612511 and 612910 and by the Marsden Grant project UOC-1103 from the Royal Society of New Zealand.

References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 7July 2013
Pages: 763 - 771

History

Received: May 16, 2012
Accepted: Jan 22, 2013
Published online: Jan 24, 2013
Published in print: Jul 1, 2013

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Authors

Affiliations

Huan-Feng Duan [email protected]
Research Associate, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong (corresponding author). E-mail: [email protected]
Pedro J. Lee [email protected]
Senior Lecturer, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800 Christchurch, New Zealand. E-mail: [email protected]
Ayaka Kashima [email protected]
Postgraduate Student, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800 Christchurch, New Zealand. E-mail: [email protected]
Postgraduate Student, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. E-mail: [email protected]
M. S. Ghidaoui [email protected]
Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. E-mail: [email protected]
Yeou-Koung Tung [email protected]
Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. E-mail: [email protected]

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