TECHNICAL PAPERS
Aug 20, 2010

In-Line Pipe Device Checking by Short-Period Analysis of Transient Tests

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 7

Abstract

In this paper, the results of laboratory transient tests concerning the interaction between a pressure wave and an in-line device are discussed. Transients are generated by means of a fast and complete closing of an end valve, and pressure measurements are carried out just upstream of the maneuver valve. The main effect of the device on the pressure time-history—hereafter referred to as pressure signal—is a sharp increase caused by the pressure wave reflection. Three experimental setups are considered, in which different in-line devices are installed (i.e., a ball valve, a butterfly valve, and different-sized orifices). The pressure signal is analyzed in the time domain, and a reliable evaluation of the device location is obtained by means of wavelet functions. Furthermore, on the basis of the value of the pressure increase, the status of the device can be determined; experimental results are synthesized in a dimensionless diagram. Finally, criteria for using the obtained results in other pipe systems are discussed.

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Acknowledgments

We want to thank the associate editor and the three anonymous reviewers not only for the attention they paid to our work but also for the very precious suggestions they gave us. This research has been jointly supported by the Italian Ministry of Education, University, and Research (MIUR) under the Project of Relevant National Interest “Innovative criteria for the sustainable management of water resources in the water distribution systems” and by Fondazione Cassa Risparmio Perugia. The support of A. Cirimbilli in the laboratory activity is highly appreciated.

References

Adewumi, M. A., Eltohami, E. S., and Ahmed, W. H. (2000). “Pressure transients across constrictions.” J. Energy Resour. Technol., 122(1), 34–41.
Al-Shidhani, I., Beck, S. B. M., and Staszewsky, W. J. (2003). “Leak monitoring in pipeline networks using wavelet analysis.” Key Eng. Mater., 245–246, 51–58.
Arbon, N. S., Stephens, M., Lambert, M. F., Simpson, A. R., and Lucas, B. (2008). “Field validation of transient analysis for in-line valve condition assessment.” Proc., 10th Int. Conf. on Pressure Surges, S. Hunt, ed., BHR Group, Cranfield, UK, 169–179.
Axworthy, D. H., Ghidaoui, M. S., and McInnis, D. A. (2000). “Extended thermodynamics derivation of energy dissipation in unsteady pipe flow.” J. Hydraul. Eng., 126(4), 276–287.
Bergant, A., Simpson, A. R., and Vitkovsky, J. (2001). “Developments in unsteady pipe flow friction modelling.” J. Hydraul. Res., 39(3), 249–257.
Brunone, B. (1999). “Transient test-based technique for leak detection in outfall pipes.” J. Water Resour. Plann. Manage., 125(5), 302–306.
Brunone, B., and Ferrante, M. (2001). “Detecting leaks in pressurised pipes by means of transients.” J. Hydraul. Res., 39(5), 539–547.
Brunone, B., Ferrante, M., and Cacciamani, M. (2004). “Decay of pressure and energy dissipation in laminar transient flow.” J. Fluids Eng., 126(6), 928–934.
Brunone, B., Ferrante, M., and Meniconi, S. (2008). “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., and Morelli, L. (1999). “Automatic control valve-induced transients in an operative pipe system.” J. Hydraul. Eng., 125(5), 534–542.
Contractor, D. N. (1965). “The reflection of waterhammer pressure waves from minor losses.” J. Basic Eng., 87, 445–451.
Covas, D., Stoianov, I., Mano, J., 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), 516–530.
Donoho, D. L. (1995). “De-noising by soft-tresholding.” IEEE Trans. Inf. Theory, 41(3), 613–627.
Ferrante, M., Brunone, B., and Meniconi, S. (2007). “Wavelets for the analysis of transient pressure signals for leak detection.” J. Hydraul. Eng., 133(11), 1274–1282.
Ferrante, M., Brunone, B., and Meniconi, S. (2009). “Leak detection in branched pipe systems coupling wavelet analysis and a Lagrangian model.” J. Water Supply: Res. Technol.--AQUA, 58(2), 95–106.
Greco, M., Brunone, B., and Golia, U. M. (1984). “Water-hammer in long aqueducts. Mathematical models and laboratory data.” Proc., Int. Conf. on Hydrosoft ‘84 Hydraulic Engineering Software, C. A. Brebbia, C. Maksimovic, and M. Radojkovic, eds., Elsevier, Amsterdam, Netherlands, 5–17.
Haestad Methods, et al. (2003). Advanced water distribution modeling and management, Haestad, Waterbury, CT.
Idel’cik, I. E. (1986). Handbook of hydraulic resistance, Hemisphere, New York.
Lee, P. J., Vítkovský, J. P., Lambert, M. F., Simpson, A. R., and Liggett, J. A. (2005). “Frequency domain analysis for detecting pipelines leaks.” J. Hydraul. Eng., 131(7), 596–604.
Lee, P. J., Vítkovský, J. P., Lambert, M. F., Simpson, A. R., and Liggett, J. A. (2008). “Discrete blockage detection in pipelines using the frequency response diagram: Numerical study.” J. Hydraul. Eng., 134(5), 658–663.
Liggett, J. A., and Chen, L. C. (1994). “Inverse transient analysis in pipe networks.” J. Hydraul. Eng., 120(8), 934–955.
Loureiro, D., and Ramos, H. (2003). “A modified formulation for estimating the dissipative effect of 1D transient pipe flow.” Proc., Int. Conf. on Pumps, Electromechanical Devices and Systems Applied to Urban Water Management, E. Cabrera and E. Cabrera, Jr., eds., Vol. 2, Swets & Zeitlinger, Lisse, Netherlands, 755–763.
Mallat, S. G., and Hwang, W. L. (1992). “Singularity detection and processing with wavelets.” IEEE Trans. Inf. Theory, 38(2), 617–643.
Mallat, S. G., and Zhong, S. (1992). “Characterization of signals from multiscale edges.” IEEE Trans. Pattern Anal. Mach. Intell., 14(7), 710–732.
Meniconi, S., Brunone, B., and Ferrante, M. (2009). “In-line partially closed valves: How to detect by transient tests.” Proc., World Environmental and Water Resources Congress 2009: Great Rivers, S. Starrett, ed., ASCE, Reston, VA, 135–144.
Meniconi, S., Brunone, B., Ferrante, M., and Massari, C. (2011). “Transient tests for locating and sizing illegal branches in pipe systems.” J. Hydroinf., 13(3), 334–345.
Misiunas, D., Simpson, A., Lambert, M., and Olsson, G. (2005). “Hydraulic transients for diagnosis of inline valves water transmission pipelines.” Proc., Int. Conf. on Computing and Control for the Water Industry (CCWI), D. Savic, G. Walters, R. King, and S.-T. Kiu, eds., Vol. 2, Center of Water Systems, Univ. of Exeter, Exeter, UK, 293–298.
Mohapatra, P. K., Chaudhry, M. H., Kassem, A. A., and Moloo, J. (2006a). “Detection of a partial blockage in single pipelines.” J. Hydraul. Eng., 132(2), 200–206.
Mohapatra, P. K., Chaudhry, M. H., Kassem, A. A., and Moloo, J. (2006b). “Detection of partial blockages in a branched piping system by the frequency response method.” J. Fluids Eng., 128(5), 1106–1114.
Mpesha, W., Gassman, S. L., and Chaudhry, M. H. (2001). “Leak detection in pipes by frequency response method.” J. Hydraul. Eng., 127(2), 134–147.
Pezzinga, G. (2000). “Evaluation of unsteady flow resistances by quasi-2D or 1D models.” J. Hydraul. Eng., 126(10), 778–785.
Ramos, H., Covas, D., and Borga, A. (2004). “Surge damping analysis in pipe systems: Modelling and experiments.” J. Hydraul. Res., 42(4), 413–425.
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.
Soares, A., Covas, D., and Reis, L. (2008). “Analysis of PVC pipe-wall viscoelasticity during water hammer.” J. Hydraul. Eng., 134(9), 1389–1394.
Stoianov, I., Karney, B. W., Covas, D., Maksimovic, C., and Graham, N. (2001). “Wavelet processing of transient signals for pipeline leak location and quantification.” Proc., Int. Conf. on Computing and Control for the Water Industry (CCWI), B. Coulbeck and J. Rance, eds., Vol. 1, De Montfort Univ., Leicester, UK, 65–76.
Swaffield, J. A., and Boldy, A. P. (1993). Pressure surges in pipe and duct systems, Ashgate, Surrey, UK.
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.
Wang, X.-J., Lambert, M. F., Simpson, A. R., Liggett, J. A., and Vitkovsky, J. P. (2002). “Leak detection in pipelines using the damping of fluid transients.” J. Hydraul. Eng., 128(7), 697–711.
Wood, D. J., and Jones, S. E. (1973). “Water-hammer charts for various types of valves.” J. Hydraul. Div., 99(1), 167–178.
Wylie, E. B. (1996). “Frictional effects in unsteady turbulent pipe flow.” Applied mechanics in the Americas, University of Iowa, Iowa City, IA, 29–34.
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 137Issue 7July 2011
Pages: 713 - 722

History

Received: Feb 13, 2009
Accepted: Jul 29, 2010
Published online: Aug 20, 2010
Published in print: Jul 1, 2011

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Authors

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Silvia Meniconi [email protected]
Assistant Professor, Dipartimento di Ingegneria Civile ed Ambientale, Università degli Studi di Perugia, Via G. Duranti 93, 06125 Perugia, Italy (corresponding author). E-mail: [email protected]
Bruno Brunone, M.ASCE [email protected]
Professor, Dipartimento di Ingegneria Civile ed Ambientale, Università degli Studi di Perugia, Via G. Duranti 93, 06125 Perugia, Italy. E-mail: [email protected]
Marco Ferrante [email protected]
Associate Professor, Dipartimento di Ingegneria Civile ed Ambientale, Università degli Studi di Perugia, Via G. Duranti 93, 06125 Perugia, Italy. E-mail: [email protected]

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