Technical Notes
Nov 27, 2017

Detecting Thinner-Walled Pipe Sections Using a Spark Transient Pressure Wave Generator

Publication: Journal of Hydraulic Engineering
Volume 144, Issue 2

Abstract

Research undertaken in the last two decades has demonstrated that hydraulic transient pressure waves, the phenomena behind water hammer, can be used as a tool for noninvasive and nondestructive condition assessment of long water transmission pipelines (in particular, detecting changes in the pipe wall properties). However, the spatial resolution of current transient-based technology is relatively low because the useful bandwidth of conventional valve-generated incident pressure waves is less than 100 Hz. This research develops a new transient pressure wave generator using controlled electrical sparks to provide high-frequency waves and improve the incident signal bandwidth. An electrical spark surrounded by water causes the development of a localized vapor cavity, the collapse of which induces an extremely sharp pressure pulse into the surrounding body of fluid. Experimental studies on a copper pipeline are conducted to investigate the usefulness of the pulse signals generated by the new spark generator for detecting thinner-walled pipe sections. Techniques are developed to analyze the wideband spark-induced pressure responses. The results show that the generated sharp pressure pulses have a useful frequency bandwidth up to 2 kHz. The success and accurate diagnosis of a thinner-walled section confirms that the dramatic improvement in bandwidth significantly enhances the spatial resolution of hydraulic transient-based pipe condition assessment.

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Acknowledgments

The research presented in this paper was supported by the Australia Research Council through the Discovery Project Grant DP140100994. The authors thank Stanley Woithe and Brenton Howie for the technical support in the development of the spark wave generator, and thank Imelda Ampulembang, Han Zeng, and Zhan Wang for facilitating the collection of experimental data.

References

Bergant, A., Tijsseling, A. S., Vítkovský, J. P., Covas, D. I. C., Simpson, A. R., and Lambert, M. F. (2008). “Parameters affecting water-hammer wave attenuation, shape and timing—Part 1: Mathematical tools.” J. Hydraul. Res., 46(3), 373–381.
Brunone, B. (1999). “Transient test-based technique for leak detection in outfall pipes.” J. Water Resour. Plann. Manage., 302–306.
Brunone, B., Ferrante, M., and Meniconi, S. (2008). “Portable pressure wave-maker for leak detection and pipe system characterization.” Am. Water Works Assoc., 100(4), 108–116.
Covas, D., Ramos, H., and De Almeida, A. B. (2005). “Standing wave difference method for leak detection in pipeline systems.” J. Hydraul. Eng., 1106–1116.
Covas, D., Stoianov, I., Mano, J. F., Ramos, H., Graham, N., and Maksimovic, C. (2004). “The dynamic effect of pipe-wall viscoelasticity in hydraulic transients. Part I—Experimental analysis and creep characterization.” J. Hydraul. Res., 42(5), 517–532.
Dehghan-Niri, E., and Salamone, S. (2015). “A multi-helical ultrasonic imaging approach for the structural health monitoring of cylindrical structures.” Struct. Health Monit., 14(1), 73–85.
Duan, H.-F., Lee, P. J., Kashima, A., Lu, J., Ghidaoui, M. S., and Tung, Y.-K. (2013). “Extended blockage detection in pipes using the system frequency response: Analytical analysis and experimental verification.” J. Hydraul. Eng., 763–771.
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.
Ferrante, M., Brunone, B., and Meniconi, S. (2009). “Leak-edge detection.” J. Hydraul. Res., 47(2), 233–241.
Ghazali, M. F., Staszewski, W. W. J., Shucksmith, J. D., Boxall, J. B., and Beck, S. B. M. (2011). “Instantaneous phase and frequency for the detection of leaks and features in a pipeline system.” Struct. Health Monit., 10(4), 351–360.
Gong, J., Lambert, M. F., Simpson, A. R., and Zecchin, A. C. (2012). “Distributed deterioration detection in single pipelines using transient measurements from pressure transducer pairs.” Proc., 11th Int. Conf. on Pressure Surges, BHR Group, Cranfield, U.K., 127–140.
Gong, J., Lambert, M. F., Simpson, A. R., and Zecchin, A. C. (2013a). “Single-event leak detection in pipeline using first three resonant responses.” J. Hydraul. Eng., 645–655.
Gong, J., Lambert, M. F., Simpson, A. R., and Zecchin, A. C. (2014a). “Detection of localized deterioration distributed along single pipelines by reconstructive MOC analysis.” J. Hydraul. Eng., 190–198.
Gong, J., Lambert, M. F., Zecchin, A. C., and Simpson, A. R. (2016a). “Experimental verification of pipeline frequency response extraction and leak detection using the inverse repeat signal.” J. Hydraul. Res., 54(2), 210–219.
Gong, J., Lambert, M. F., Zecchin, A. C., Simpson, A. R., Arbon, N. S., and Kim, Y.-I. (2016b). “Field study on non-invasive and non-destructive condition assessment for asbestos cement pipelines by time-domain fluid transient analysis.” Struct. Health Monit., 15(1), 113–124.
Gong, J., Simpson, A. R., Lambert, M. F., Zecchin, A. C., Kim, Y.-I., and Tijsseling, A. S. (2013b). “Detection of distributed deterioration in single pipes using transient reflections.” J. Pipeline Syst. Eng. Pract., 32–40.
Gong, J., Stephens, M. L., Arbon, N. S., Zecchin, A. C., Lambert, M. F., and Simpson, A. R. (2015a). “On-site non-invasive condition assessment for cement mortar-lined metallic pipelines by time-domain fluid transient analysis.” Struct. Health Monit., 14(5), 426–438.
Gong, J., Zecchin, A. C., Lambert, M. F., and Simpson, A. R. (2015b). “Study on the frequency response function of viscoelastic pipelines using a multi-element Kevin-Voigt model.” Procedia Eng., 119, 226–234.
Gong, J., Zecchin, A. C., Lambert, M. F., and Simpson, A. R. (2016c). “Determination of the creep function of viscoelastic pipelines using system resonant frequencies with hydraulic transient analysis.” J. Hydraul. Eng., 04016023.
Gong, J., Zecchin, A. C., Simpson, A. R., and Lambert, M. F. (2014b). “Frequency response diagram for pipeline leak detection: Comparing the odd and the even harmonics.” J. Water Resour. Plann. Manage., 65–74.
Grimes, J., and De Alvarez, A. N. (2009). “Utilizing circumferential MFL for the detection of linear and axially oriented metal loss anomalies in pipelines.” Proc., 7th Int. Pipeline Conf., ASME, New York, 401–411.
Jo, B. Y., Laven, K., and Jacob, B. (2010). “Advances in CCTV technology for in-service water mains.” Pipeline Division Specialty Conf. 2010, ASCE, Reston, VA, 538–547.
Keramat, A., Tijsseling, A. S., Hou, Q., and Ahmadi, A. (2012). “Fluid–structure interaction with pipe-wall viscoelasticity during water hammer.” J. Fluids Struct., 28, 434–455.
Kling, C. L., and Hammitt, F. G. (1972). “A photographic study of spark-induced cavitation bubble collapse.” J. Basic Eng., 94(4), 825–832.
Lauterborn, W., and Hentschel, W. (1985). “Cavitation bubble dynamics studied by high speed photography and holography: Part one.” Ultrasonics, 23(6), 260–268.
Lee, P. J., Duan, H. F., Tuck, J., and Ghidaoui, M. (2015). “Numerical and experimental study on the effect of signal bandwidth on pipe assessment using fluid transients.” J. Hydraul. Eng., 04014074.
Lee, P. J., Vítkovský, J. P., Lambert, M. F., and Simpson, A. R. (2008a). “Valve design for extracting response functions from hydraulic systems using pseudorandom binary signals.” J. Hydraul. Eng., 858–864.
Lee, P. J., Vítkovský, J. P., Lambert, M. F., Simpson, A. R., and Liggett, J. A. (2008b). “Discrete blockage detection in pipelines using the frequency response diagram: Numerical study.” J. Hydraul. Eng., 658–663.
Liu, Z., and Kleiner, Y. (2013). “State of the art review of inspection technologies for condition assessment of water pipes.” Measurement, 46(1), 1–15.
Lowe, M. J. S., Alleyne, D. N., and Cawley, P. (1998). “Defect detection in pipes using guided waves.” Ultrasonics, 36(1–5), 147–154.
Mazzocchi, E., Pachoud, A. J., Farhat, M., Hachem, F. E., De Cesare, G., and Schleiss, A. J. (2016). “Signal analysis of an actively generated cavitation bubble in pressurized pipes for detection of wall stiffness drops.” J. Fluids Struct., 65, 60–75.
Meniconi, S., Brunone, B., Ferrante, M., and Massari, C. (2011). “Small amplitude sharp pressure waves to diagnose pipe systems.” Water Resour. Manage., 25(1), 79–96.
Meniconi, S., Duan, H. F., Lee, P. J., Brunone, B., Ghidaoui, M. S., and Ferrante, M. (2013). “Experimental investigation of coupled frequency and time-domain transient test-based techniques for partial blockage detection in pipelines.” J. Hydraul. Eng., 1033–1040.
Mpesha, W., Gassman, S. L., and Chaudhry, M. H. (2001). “Leak detection in pipes by frequency response method.” J. Hydraul. Eng., 134–147.
Muggleton, J. M., Brennan, M. J., and Pinnington, R. J. (2002). “Wavenumber prediction of waves in buried pipes for water leak detection.” J. Sound Vibr., 249(5), 939–954.
Oshita, D., Hosseini, S. H. R., Miyamoto, Y., Mawatari, K., and Akiyama, H. (2013). “Study of underwater shock waves and cavitation bubbles generated by pulsed electric discharges.” IEEE Trans. Dielectr. Electr. Insul., 20(4), 1273–1278.
Proakis, J. G., and Manolakis, D. G. (2007). Digital signal processing, 4th Ed., Pearson Prentice Hall, Upper Saddle River, NJ.
Shi, H., Gong, J., Zecchin, A. C., Lambert, M. F., and Simpson, A. R. (2017). “Hydraulic transient wave separation algorithm using a dual-sensor with applications to pipeline condition assessment.” J. Hydroinf., 19(5), 752–765.
Stephens, M. L., Lambert, M. F., and Simpson, A. R. (2013). “Determining the internal wall condition of a water pipeline in the field using an inverse transient model.” J. Hydraul. Eng., 310–324.
Suo, L., 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. B. (2010). “Leak detection in pipes using induced water hammer pulses and cepstrum analysis.” Int. J. COMADEM, 13(1), 19–25.
Tijsseling, A. S. (1996). “Fluid-structure interaction in liquid-filled pipe systems: A review.” J. Fluids Struct., 10(2), 109–146.
Tuck, J., and Lee, P. (2013). “Inverse transient analysis for classification of wall thickness variations in pipelines.” Sensors, 13(12), 17057–17066.
Wylie, E. B. (1983). “The microcomputer and pipeline transients.” J. Hydraul. Eng., 1723–1739.
Wylie, E. B., and Streeter, V. L. (1993). Fluid transients in systems, Prentice Hall, Englewood Cliffs, NJ.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 144Issue 2February 2018

History

Received: Mar 31, 2017
Accepted: Jul 31, 2017
Published online: Nov 27, 2017
Published in print: Feb 1, 2018
Discussion open until: Apr 27, 2018

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Authors

Affiliations

Jinzhe Gong [email protected]
Postdoctoral Research Fellow, School of Civil, Environmental, and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia (corresponding author). E-mail: [email protected]
Martin F. Lambert, M.ASCE [email protected]
Professor, School of Civil, Environmental, and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia. E-mail: [email protected]
Si T. N. Nguyen [email protected]
Postdoctoral Research Fellow, School of Civil, Environmental, and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia. E-mail: [email protected]
Aaron C. Zecchin [email protected]
Senior Lecturer; School of Civil, Environmental, and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia. E-mail: [email protected]
Angus R. Simpson, M.ASCE [email protected]
Professor, School of Civil, Environmental, and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia. E-mail: [email protected]

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