TECHNICAL PAPERS
Jan 17, 2011

Extended Blockage Detection in Pipelines by Using the System Frequency Response Analysis

Publication: Journal of Water Resources Planning and Management
Volume 138, Issue 1

Abstract

This paper proposes a technique for the detection of extended blockages in pressurized water pipelines by using the system frequency responses under transient conditions. The impact of extended blockages on the system frequency responses is illustrated by using the analytical transfer matrix method, and the results indicate that extended blockages cause the resonant frequencies of the system to shift, and the blockage locations and sizes can be determined by analyzing the occurrences of the resonant peaks in the frequency axis. The analytical derivations of the blockage effect on the resonant frequencies are validated through different numerical experiments, and the applied results demonstrate that the extended blockages in pipeline can be detected by the proposed method as long as the system resonant frequencies are accurately determined. Practical implementations of the findings are discussed at the end of this paper.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This research work is partially supported by the Hong Kong Research Grant Council (HKRGC) projects no. UNSPECIFIED620706 and no. UNSPECIFIED612908.

References

Brunone, B., Ferrante, M., and Meniconi, S. (2008a). “Discussion of ‘Detection of partial blockage in single pipelines’ by P. K. Mohapatra, M. H., Chaudhry, A. A. Kassem, and J. Moloo.” J. Hydraul. Eng., 134(6), 872–874.
Brunone, B., Ferrante, M., and Meniconi, S. (2008b). “Portable pressure wave-maker for leak detection and pipe system characterization.” J. Am. Water Works Assn., 100(4), 108–116.
Chaudhry, M. H. (1987). Applied hydraulic transients, 2nd Ed., Van Nostrand Reinhold, New York.
Cheong, L. C. (1991). “Unaccounted for water and the economics of leak detection.” Proc., 18th Int. Water Supply Congress and Exhibition, Copenhagen, 709–718.
Colombo, A. F., Lee, P. J., and Karney, B. W. (2009). “A selective literature review of transient-based leak detection methods.” J. Hydro-environ. Res., 2(4), 212–227.
Duan, H.-F., Lee, P. J., Ghidaoui, M. S., and Tung, Y. K. (2010). “Essential system response information for transient-based leak detection methods.” J. Hydraul. Res., 48(5), 650–657.
Duan, H.-F., Lee, P. J., Ghidaoui, M. S., and Tung, Y. K. (2011). “System response function based leak detection in viscoelastic pipeline.” J. Hydraul. Eng., (Jul. 25, 2011).
Ferrante, M., and Brunone, B. (2003). “Pipe system diagnosis and leak detection by unsteady-state tests-1: Harmonic analysis.” Adv. Water Resour., 26(1), 95–105.
Ghidaoui, M. S., Zhao, M., McInnis, D. A., and Axworthy, D. H. (2005). “A review of water hammer theory and practice.” Appl. Math. Rev., 58(1), 49–76.
Hunt, A. (1996). “Fluid properties determine flow line blockage potential.” Oil Gas J., 94(29), 62–66.
Jiang, Y., Chen, H., and Li, J. (1996). “Leakage and blockage detection in water network of district heating system.” ASHRAE Transactions, 102(1), 291–296.
Lee, P. J., Lambert, M. F., Simpson, A. R., Vítkovský, J. P., and Liggett, J. (2006). “Experimental verification of the frequency response method for pipeline leak detection.” J. Hydraul. Res., 44(5), 693–707.
Lee, P. J., and Vítkovský, J. P. (2010). “Quantifying linearization error when modeling fluid pipeline transients using the frequency response method.” J. Hydraul. Eng., 136(10), 831–836.
Lee, P. J., Vítkovský, J. P., Lambert, M. F., Simpson, A. R., and Liggett, J. (2008). “Discrete blockage detection in pipelines using the frequency response diagram: numerical study.” J. Hydraul. Eng., 134(5), 658–663.
Liou, J. C., and Tian, J. (1995). “Leak detection-transient flow simulation approaches.” J. Energy Res. Technol., 117(3), 243–248.
Mohapatra, P. K., Chaudhry, M. H., Kassem, A. A., and Moloo, J. (2006). “Discussion of ‘Detection of partial blockage in single pipelines.’” J. Hydraul. Eng., 132(2), 200–206.
Rogers, L. M. (1995). “Pipeline blockage location by strain measurement using an ROV.” Proc., Offshore Technology Conf.,, Richardson, TX, 521–528.
Sattar, A. M., and Chaudhry, M. H. (2008). “Leak detection in pipelines by frequency response method.” J. Hydraul. Res., 46(EI1), 138–151.
Sattar, A. M., Chaudhry, M. H., and Kassem, A. A. (2008). “Partial blockage detection in pipelines by frequency response method.” J. Hydraul. Eng., 134(1), 76–89.
Scott, S. L., and Yi, J. (1999). “Flow testing methods to detect and characterize partial blockages in looped subsea flowlines.” J. Energy Res. Technol., 121(3), 154–160.
Souza, A. L., Cruz, S. L., and Pereira, J. F. R. (2000). “Leak detection in pipelines through spectral analysis of pressure signals.” Braz. J. Chem. Eng., 17(4), 557–564.
Suo, L. S., and Wylie, E. B. (1990). “Complex wavespeed and hydraulic transients in viscoelastic pipes.” J. Fluids Eng., 112(4), 496–500.
Taghvaei, M., Beck, S. B. M., and Boxall, J. (2010). “Leak detection in pipes using induced water hammer pulses and cepstrum analysis.” Int. J. COMADEM 13(1), 19–25.
Tang, K. W., Brunone, B., Karney, B., and Rossetti, A. (2000). “Role and characterization of leaks under transient conditions.” Proc., ASCE Joint Conf. of Water Resource Engineering and Water Resources Planning and Management, ASCE, Reston, VA, 7–30.
Vardy, A. E., and Brown, J. M. B. (1995). “Transient, turbulent smooth pipe flow.” J. Hydraul. Res., 33(4), 435–456.
Vítkovský, J. P., Simpson, A. R., and Lambert, M. F. (2000). “Leak detection and calibration using transients and genetic algorithms.” J. Water Resour. Plann. Manage., 126(4), 262–265.
Wang, X. J., Lambert, M. F., and Simpson, A. R. (2005). “Detection and location of a partial blockage in a pipeline using damping of fluid transients.” J. Water Resour. Plann. Manage., 131(3), 244–249.
Wylie, E. B., Streeter, V. L., and Suo, L. S. (1993). Fluid transients in systems, Prentice-Hall, Englewood Cliffs, NJ.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 138Issue 1January 2012
Pages: 55 - 62

History

Received: Jul 9, 2010
Accepted: Jan 14, 2011
Published online: Jan 17, 2011
Published in print: Jan 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

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

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share