Technical Papers
May 31, 2022

Optimal Pipe Network Sensor Layout Design for Hydraulic Transient Event Detection and Localization

Publication: Journal of Water Resources Planning and Management
Volume 148, Issue 8

Abstract

Excessive hydraulic transients in a water distribution system (WDS) can instantaneously damage equipment and infrastructure, while long-term pressure oscillations can contribute to pipe structural deterioration and eventually pipe bursts. It is therefore important to monitor hydraulic transient events in WDSs and locate the source in a timely manner; however, there is a lack of a theoretical basis for optimal sensor placement with regard to real-time transient event detection. This paper investigates the criteria for optimal sensor deployment of high-speed pressure loggers in a WDS and develops a technique for determining the optimal sensor locations. The proposed criteria focus on maximizing the spatial extent of the network within which transient events can be detected and located. A key concept in this work is the locatability of an event, which is defined based on the combination of hydraulic wave propagation theory in networks and the adoption of graphing theoretic concepts, and is based on the existence of unique wave propagation paths from the event to two or more sensors. Two case studies are considered, where the first is a small network that is used to explain the steps of the method, and the second serves as the basis for an extensive numerical study, where it is observed that the proposed method outperforms other approaches and is able to provide the optimum sensor layout for a given number of sensors.

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Data Availability Statement

All data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The research presented in this paper has been supported by the Australian Research Council through the Discovery Project Grant DP190102484.

References

Allen, M., A. Prels, M. Lqbal, S. Srirangarajan, H. B. Llm, L. Glrod, and A. J. Whittle. 2011. “Real-time in-network distribution system monitoring to improve operational efficiency.” J. Am. Water Works Assoc. 103 (7): 63–75. https://doi.org/10.1002/j.1551-8833.2011.tb11495.x.
Al-Shidhani, I., S. B. M. Beck, and W. J. Staszewski. 2003. “Leak monitoring in pipeline networks using wavelet analysis.” In Vol. 245 of Key engineering materials, 51–58. Freienbach, Switzerland: Trans Tech Publications Ltd.
Bergant, A., A. S. Tijsseling, J. P. Vítkovský, D. I. Covas, A. R. Simpson, and M. F. Lambert. 2008. “Parameters affecting water-hammer wave attenuation, shape and timing—Part 1: Mathematical tools.” J. Hydraul. Res. 46 (3): 373–381. https://doi.org/10.3826/jhr.2008.2848.
Blesa, J., F. Nejjari, and R. Sarrate. 2015. “Robust sensor placement for leak location: Analysis and design.” J. Hydroinf. 18 (1): 136–148. https://doi.org/10.2166/hydro.2015.021.
Brunone, B., C. Capponi, and S. Meniconi. 2021. “Design criteria and performance analysis of a smart portable device for leak detection in water transmission mains.” Measurement 183 (Oct): 109844. https://doi.org/10.1016/j.measurement.2021.109844.
Casillas, M. V., V. Puig, L. E. Garza-Castanón, and A. Rosich. 2013. “Optimal sensor placement for leak location in water distribution networks using genetic algorithms.” Sensors 13 (11): 14984–15005. https://doi.org/10.3390/s131114984.
Covas, D., and H. Ramos. 2010. “Case studies of leak detection and location in water pipe systems by inverse transient analysis.” J. Water Resour. Plann. Manage. 136 (2): 248–257. https://doi.org/10.1061/(ASCE)0733-9496(2010)136:2(248).
Covas, D., I. Stoianov, J. F. Mano, H. Ramos, N. Graham, and C. Maksimovic. 2005. “The dynamic effect of pipe-wall viscoelasticity in hydraulic transients. Part II—Model development, calibration and verification.” J. Hydraul. Res. 43 (1): 56–70. https://doi.org/10.1080/00221680509500111.
Dijkstra, E. W. 1959. “A note on two problems in connexion with graphs.” Numer. Math. 1 (1): 269–271. https://doi.org/10.1007/BF01386390.
Do, N. C., A. R. Simpson, J. W. Deuerlein, and O. Piller. 2016. “Calibration of water demand multipliers in water distribution systems using genetic algorithms.” J. Water Resour. Plann. Manage. 142 (11): 04016044. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000691.
Farley, B., S. R. Mounce, and J. B. Boxall. 2010. “Field testing of an optimal sensor placement methodology for event detection in an urban water distribution network.” Urban Water J. 7 (6): 345–356. https://doi.org/10.1080/1573062X.2010.526230.
Fathi-Moghadam, M., and S. Kiani. 2020. “Simulation of transient flow in viscoelastic pipe networks.” J. Hydraul. Res. 58 (3): 531–540. https://doi.org/10.1080/00221686.2019.1581669.
Ferrante, M., B. Brunone, and S. Meniconi. 2009. “Leak-edge detection.” J. Hydraul. Res. 47 (2): 233–241. https://doi.org/10.3826/jhr.2009.3220.
Gong, J., A. C. Zecchin, M. F. Lambert, and A. R. Simpson. 2016. “Determination of the creep function of viscoelastic pipelines using system resonant frequencies with hydraulic transient analysis.” J. Hydraul. Eng. 142 (9): 04016023. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001149.
Hagos, M., D. Jung, and K. E. Lansey. 2016. “Optimal meter placement for pipe burst detection in water distribution systems.” J. Hydroinf. 18 (4): 741–756. https://doi.org/10.2166/hydro.2016.170.
Hampson, W. J., R. P. Collins, S. B. M. Beck, and J. B. Boxall. 2014. “Transient source localization methodology and laboratory validation.” Procedia Eng. 70: 781–790. https://doi.org/10.1016/j.proeng.2014.02.085.
Hoskins, A., and I. Stoianov. 2014. “InfraSense: A distributed system for the continuous analysis of hydraulic transients.” In Proc., 12th International Conference on Computing and Control for the Water Industry, CCWI 2013, 823–832. London: Elsevier.
Huang, Y., H. F. Duan, M. Zhao, Q. Zhang, H. Zhao, and K. Zhang. 2017. “Transient influence zone based decomposition of water distribution networks for efficient transient analysis.” Water Resour. Manage. 31 (6): 1915–1929. https://doi.org/10.1007/s11269-017-1621-x.
Kang, D., and K. Lansey. 2010. “Optimal meter placement for water distribution system state estimation.” J. Water Resour. Plann. Manage. 136 (3): 337–347. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000037.
Kapelan, Z. 2002. “Calibration of WDS hydraulic models.” Ph.D. thesis, School of Engineering and Computer Science, Univ. of Exeter.
Kapelan, Z. S., D. A. Savic, and G. A. Walters. 2005. “Optimal sampling design methodologies for water distribution model calibration.” J. Hydraul. Eng. 131 (3): 190–200. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:3(190).
Keramat, A., M. Payesteh, B. Brunone, and S. Meniconi. 2020. “Interdependence of flow and pipe characteristics in transient induced contamination intrusion: Numerical analysis.” J. Hydroinf. 22 (3): 473–490. https://doi.org/10.2166/hydro.2020.069.
Keramat, A., A. S. Tijsseling, Q. Hou, and A. Ahmadi. 2012. “Fluid–structure interaction with pipe-wall viscoelasticity during water hammer.” J. Fluids Struct. 28 (Jan): 434–455. https://doi.org/10.1016/j.jfluidstructs.2011.11.001.
Lee, S. J., G. Lee, J. C. Suh, and J. M. Lee. 2016. “Online burst detection and location of water distribution systems and its practical applications.” J. Water Resour. Plann. Manage. 142 (1): 04015033. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000545.
Liggett, J. A., and L. C. Chen. 1994. “Inverse transient analysis in pipe networks.” J. Hydraul. Eng. 120 (8): 934–955. https://doi.org/10.1061/(ASCE)0733-9429(1994)120:8(934).
Meniconi, S., B. Brunone, and M. Ferrante. 2011a. “In-line pipe device checking by short-period analysis of transient tests.” J. Hydraul. Eng. 137 (7): 713–722. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000309.
Meniconi, S., B. Brunone, M. Ferrante, A. Berni, and C. Massari. 2011b. “Experimental evidence of backflow phenomenon in a pressurised pipe.” In Computing and control for the water industry—CCWI2011 urban water in management: Challenges and opportunities, edited by D. A. Savic, Z. Kapelan, and D. Butler. Exeter, UK: Univ. of Exeter.
Misiunas, D., J. Vítkovský, G. Olsson, M. Lambert, and A. Simpson. 2006. “Failure monitoring in water distribution networks.” Water Sci. Technol. 53 (4–5): 503–511. https://doi.org/10.2166/wst.2006.154.
Misiunas, D., J. Vítkovský, G. Olsson, A. Simpson, and M. Lambert. 2005. “Pipeline break detection using pressure transient monitoring.” J. Water Resour. Plann. Manage. 131 (4): 316–325. https://doi.org/10.1061/(ASCE)0733-9496(2005)131:4(316).
Mora-Rodríguez, J., X. Delgado-Galván, H. M. Ramos, and P. A. López-Jiménez. 2014. “An overview of leaks and intrusion for different pipe materials and failures.” Urban Water J. 11 (1): 1–10. https://doi.org/10.1080/1573062X.2012.739630.
Perelman, L. S., W. Abbas, X. Koutsoukos, and S. Amin. 2016. “Sensor placement for fault location identification in water networks: A minimum test cover approach.” Automatica 72 (Oct): 166–176. https://doi.org/10.1016/j.automatica.2016.06.005.
Rathnayaka, S., B. Shannon, P. Rajeev, and J. Kodikara. 2016. “Monitoring of pressure transients in water supply networks.” Water Resour. Manage. 30 (2): 471–485. https://doi.org/10.1007/s11269-015-1172-y.
Rezaei, H., B. Ryan, and I. Stoianov. 2015. “Pipe failure analysis and impact of dynamic hydraulic conditions in water supply networks.” Procedia Eng. 119: 253–262. https://doi.org/10.1016/j.proeng.2015.08.883.
Rossman, L. A. 1999. “The EPANET programmer’s toolkit for analysis of water distribution systems.” In Proc., WRPMD’99: Preparing for the 21st Century. Reston, VA: ASCE. https://doi.org/10.1061/40430(1999)39.
Sarrate, R., J. Blesa, F. Nejjari, and J. Quevedo. 2014. “Sensor placement for leak detection and location in water distribution networks.” Water Sci. Technol. Water Supply 14 (5): 795–803. https://doi.org/10.2166/ws.2014.037.
Sela, L., and S. Amin. 2018. “Robust sensor placement for pipeline monitoring: Mixed integer and greedy optimization.” Adv. Eng. Inf. 36 (Apr): 55–63. https://doi.org/10.1016/j.aei.2018.02.004.
Shamloo, H., and A. Haghighi. 2010. “Optimum leak detection and calibration of pipe networks by inverse transient analysis.” J. Hydraul. Res. 48 (3): 371–376. https://doi.org/10.1080/00221681003726304.
Srirangarajan, S., M. Allen, A. Preis, M. Iqbal, H. B. Lim, and A. J. Whittle. 2013. “Wavelet-based burst event detection and localization in water distribution systems.” J. Signal Process. Syst. 72 (1): 1–16. https://doi.org/10.1007/s11265-012-0690-6.
Stephen, L. M., F. M. Lambert, and R. A. Simpson. 2008. “A new hydraulic transient calibration model.” In Proc., 9th National Conf. on Hydraulics in Water Engineering: Hydraulics 2008. Barton, Australia: Engineers Australia.
Stephens, M., J. Gong, C. Zhang, A. Marchi, L. Dix, and M. F. Lambert. 2020. “Leak-before-break main failure prevention for water distribution pipes using acoustic smart water technologies: Case study in Adelaide.” J. Water Resour. Plann. Manage. 146 (10): 05020020. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001266.
Stephens, M., A. Marchi, J. Gong, M. Lambert, M. Leonard, and A. Simpson. 2017a. “Understanding the range of influence of moderate-sized and short-duration transients in water distribution systems.” In Proc., 15th Int. Computing and Control for the Water Industry Conf. (CCWI 2017). Sheffield, UK: The Univ. of Sheffield.
Stephens, M., D. Misiunas, M. Lambert, A. Simpson, J. Vítkovský, and J. Nixon. 2005. “Field verification of a continuous transient monitoring system for burst detection in water distribution systems.” In Proc., 8th Int. Conf. on Computing and Control for the Water Industry 2005. Exeter, UK: Univ. of Exeter.
Stephens, M. L., J. Gong, A. Marchi, M. F. Lambert, and A. R. Simpson. 2017b. “Transient pressure data collection and characterisation in identifying options for reducing pipe fatigue.” In Proc., 13th Hydraulics in Water Engineering. Sydney: Engineers Australia.
Tijsseling, A. S. 1996. “Fluid-structure interaction in liquid-filled pipe systems: A review.” J. Fluids Struct. 10 (2): 109–146. https://doi.org/10.1006/jfls.1996.0009.
Vardy, A. E., and J. M. B. Brown. 2003. “Transient turbulent friction in smooth pipe flows.” J. Sound Vib. 259 (5): 1011–1036. https://doi.org/10.1006/jsvi.2002.5160.
Vitkovský, J. P., J. A. Liggett, A. R. Simpson, and M. F. Lambert. 2003. “Optimal measurement site locations for inverse transient analysis in pipe networks.” J. Water Resour. Plann. Manage. 129 (6): 480–492. https://doi.org/10.1061/(ASCE)0733-9496(2003)129:6(480).
Vreeburg, I. J., and J. B. Boxall. 2007. “Discolouration in potable water distribution systems: A review.” Water Res. 41 (3): 519–529. https://doi.org/10.1016/j.watres.2006.09.028.
Whittle, A. J., L. Girod, A. Preis, M. Allen, H. B. Lim, M. Iqbal, S. Srirangarajan, C. Fu, K. J. Wong, and D. Goldsmith. 2010. “WATERWISE@ SG: A testbed for continuous monitoring of the water distribution system in Singapore.” In Proc., Water Distribution Systems Analysis 2010, 1362–1378. Reston, VA: ASCE.
Wylie, E. B., V. L. Streeter, and L. Suo. 1993. Fluid transients in systems. Englewood Cliffs, NJ: Prentice Hall.
Zan, T. T. T., H. B. Lim, K. J. Wong, A. J. Whittle, and B. S. Lee. 2014. “Event detection and localization in urban water distribution network.” IEEE Sens. J. 14 (12): 4134–4142. https://doi.org/10.1109/JSEN.2014.2358842.
Zhang, C., J. Gong, M. F. Lambert, A. R. Simpson, and A. C. Zecchin. 2019. “Sensor placement strategy for pipeline condition assessment using inverse transient analysis.” Water Resour. Manage. 33 (8): 2761–2774. https://doi.org/10.1007/s11269-019-02239-2.
Zhang, C., J. Gong, A. Zecchin, M. Lambert, and A. Simpson. 2018. “Faster inverse transient analysis with a head-based method of characteristics and a flexible computational grid for pipeline condition assessment.” J. Hydraul. Eng. 144 (4): 04018007. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001438.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 148Issue 8August 2022

History

Received: Apr 27, 2021
Accepted: Dec 10, 2021
Published online: May 31, 2022
Published in print: Aug 1, 2022
Discussion open until: Oct 31, 2022

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Senior Lecturer, School of Civil, Environmental and Mining Engineering, The Univ. of Adelaide, Adelaide, SA 5005, Australia (corresponding author). ORCID: https://orcid.org/0000-0001-8908-7023. Email: [email protected]
Research Associate, School of Civil, Environmental and Mining Engineering, The Univ. of Adelaide, Adelaide, SA 5005, Australia. ORCID: https://orcid.org/0000-0001-7809-7832
Senior Lecturer, School of Engineering, Deakin Univ., Geelong Waurn Ponds Campus, Melbourne, VIC 3220, Australia. ORCID: https://orcid.org/0000-0002-6344-5993
M. Leonard
Senior Lecturer, School of Civil, Environmental and Mining Engineering, The Univ. of Adelaide, Adelaide, SA 5005, Australia.
Professor, School of Civil, Environmental and Mining Engineering, The Univ. of Adelaide, Adelaide, SA 5005, Australia. ORCID: https://orcid.org/0000-0001-8272-6697
M. L. Stephens
Asset Analytics Lead, South Australian Water Corporation, 250 Victoria Square, Adelaide, SA 5000, Australia; Adjunct Lecturer, School of Civil, Environmental and Mining Engineering, The Univ. of Adelaide, Adelaide, SA 5005, Australia.

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Cited by

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