State-of-the-Art Reviews
Jun 9, 2018

Performance Evaluation of Water Distribution Systems and Asset Management

Publication: Journal of Infrastructure Systems
Volume 24, Issue 3

Abstract

Water distribution systems (WDS) are among the most critical civil infrastructure systems. A reliable and safe water supply is essential for the prosperity and continued well-being of society. Hence, adequate maintenance, repair, and renewal of the vast physical assets in WDS are of paramount importance, especially in places with widespread deterioration of critical water infrastructure assets. However, due to limited resources, water utilities struggle for their asset management strategies to keep pace with the aging of components. Recently, utilities have made efforts to refine the traditional condition-based approach to pipeline asset management that focuses on maintaining the current condition of assets into a service-based approach in which system performance is explicitly considered. This paper reviews existing literature on the various aspects of asset management of WDS, focusing specifically on buried pipelines. Existing condition assessment (CA) techniques, failure prediction models, time-dependent vulnerability models, maintenance planning strategies, and renewal techniques are reviewed. Various techniques of modeling WDS performance, as well as its interdependence with other infrastructure systems, are also reviewed. As such, the paper presents a broad overview of the various aspects that constitute a service-based asset management strategy for WDS. The advantages and limitations of different methods and approaches to the various aspects are also compared to assist selection of an appropriate tool. An overview of future research needs related to asset management and interdependence is presented.

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Acknowledgments

The research described in this paper was supported, in part, by the National Science Foundation (NSF) Critical Resilient Interdependent Infrastructure Systems and Processes (CRISP) under Grant No. NSF–1638320. This support is gratefully acknowledged. However, the authors take sole responsibility for the views expressed in this paper, which may not represent the position of the NSF or the authors’ respective institutions.

References

Achim, D., F. Ghotb, and K. McManus. 2007. “Prediction of water pipe asset life using neural networks.” J. Infrastruct. Syst. 13 (1): 26–30. https://doi.org/10.1061/(ASCE)1076-0342(2007)13:1(26).
Adachi, T., and B. R. Ellingwood. 2008. “Serviceability of earthquake-damaged water systems: Effects of electrical power availability and power backup systems on system vulnerability.” Reliab. Eng. Syst. Saf. 93 (1): 78–88. https://doi.org/10.1016/j.ress.2006.10.014.
Ahammed, M., and R. Melchers. 1994. “Reliability of underground pipelines subject to corrosion.” J. Transp. Eng. 120 (6): 989–1002. https://doi.org/10.1061/(ASCE)0733-947X(1994)120:6(989).
ALA (American Lifelines Alliance). 2001. “Guidelines for the design of buried steel pipe.” Accessed December 20, 2016. https://www.americanlifelinesalliance.com/pdf/Update061305.pdf.
Ampazis, N., S. J. Perantonis, and J. G. Taylor. 1999. “Dynamics of multilayer networks in the vicinity of temporary minima.” Neural Networks 12 (1): 43–58. https://doi.org/10.1016/S0893-6080(98)00103-8.
Andreou, S. A., D. H. Marks, and R. M. Clark. 1987. “A new methodology for modelling break failure patterns in deteriorating water distribution systems: Theory.” Adv. Water Resour. 10 (1): 2–10. https://doi.org/10.1016/0309-1708(87)90002-9.
Ang, A. H. S. 2011. “Life-cycle considerations in risk-informed decisions for design of civil infrastructures.” Struct. Infrastruct. Eng. 7 (1–2): 3–9. https://doi.org/10.1080/15732471003588239.
ASCE. 2017. 2017 infrastructure report card. Reston, VA: ASCE.
Atef, A., and O. Moselhi. 2013. “Understanding the effect of interdependency and vulnerability on the performance of civil infrastructure.” In Vol. 30 of Proc., Int. Symp. on Automation and Robotics in Construction and Mining. Montréal, Canada: International Association for Automation and Robotics in Construction.
Atkinson, S., R. Farmani, F. A. Memon, and D. Butler. 2014. “Reliability indicators for water distribution system design: Comparison.” J. Water Resour. Plann. Manage. 140 (2): 160–168. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000304.
Awumah, K., I. Goulter, and S. K. Bhatt. 1991. “Entropy-based redundancy measures in water-distribution networks.” J. Hydraul. Eng. 117 (5): 595–614. https://doi.org/10.1061/(ASCE)0733-9429(1991)117:5(595).
AWWA (American Water Works Association). 2001a. Dawn of the replacement era: Reinvesting in drinking water infrastructure. Denver: AWWA.
AWWA (American Water Works Association). 2001b. “Rehabilitation of water mains.” In Manual M28, 2nd ed. Denver: AWWA.
AWWA (American Water Works Association). 2012. Buried no longer: Confronting America’s water infrastructure challenge. Denver: AWWA.
AWWA (American Water Works Association). 2014. Rehabilitation of water mains. Denver: AWWA.
Babu, G. S., and A. Srivastava. 2010. “Reliability analysis of buried flexible pipe-soil systems.” J. Pipeline Syst. Eng. Pract. 1 (1): 33–41. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000041.
Bartlett, S. F., B. N. Lingwall, and J. Vaslestad. 2015. “Methods of protecting buried pipelines and culverts in transportation infrastructure using EPS geofoam.” Geotext. Geomembr. 43 (5): 450–461. https://doi.org/10.1016/j.geotexmem.2015.04.019.
Beale, D., D. Marlow, and S. Cook. 2013. “Estimating the cost and carbon impact of a long term water main rehabilitation strategy.” Water Resour. Manage. 27 (11): 3899–3910. https://doi.org/10.1007/s11269-013-0386-0.
Beale, D., D. Tran, S. G. B. Lane, and D. Marlow. 2011. Practical tool for deciding rehabilitation techniques for cast iron pipes—Literature review. Denver: Water Research Foundation.
Biondini, F., and D. M. Frangopol. 2016. “Life-cycle performance of deteriorating structural systems under uncertainty: Review.” J. Struct. Eng. 142 (9): F4016001. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001544.
Bracken, M., and B. Cain. 2012. “Transmission main and plastic pipe leak detection using advanced correlation technology: Case studies.” In Proc., Pipelines 2012: Innovations in Design, Construction, Operations, and Maintenance, Doing More with Less, 147–157. Reston, VA: ASCE.
Bruneau, M., et al. 2003. “A framework to quantitatively assess and enhance the seismic resilience of communities.” Earthquake Spectra 19 (4): 733–752. https://doi.org/10.1193/1.1623497.
Christodoulou, S. E. 2011. “Water network assessment and reliability analysis by use of survival analysis.” Water Resour. Manage. 25 (4): 1229–1238. https://doi.org/10.1007/s11269-010-9679-8.
Christodoulou, S. E., and M. Fragiadakis. 2015. “Vulnerability assessment of water distribution networks considering performance data.” J. Infrastruct. Syst. 21 (2): 04014040. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000224.
Cimellaro, G., A. Tinebra, C. Renschler, and M. Fragiadakis. 2016. “New resilience index for urban water distribution networks.” J. Struct. Eng. 142 (8): C4015014. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001433.
Clark, M. C., M. Sivaganesan, A. Selvakumar, and V. Sethi. 2002. “Cost models for water supply distribution systems.” J. Water Resour. Plann. Manage. 128 (5): 312–321. https://doi.org/10.1061/(ASCE)0733-9496(2002)128:5(312).
Clark, R. M., C. L. Stafford, and J. A. Goodrich. 1982. “Water distribution systems: A spatial and cost evaluation.” J. Water Resour. Plann. Manage. Div. 108 (WR3): 243–256.
Constans, S., B. Brémond, and P. Morel. 2003. “Simulation and control of chlorine levels in water distribution networks.” J. Water Resour. Plann. Manage. 129 (2): 135–145. https://doi.org/10.1061/(ASCE)0733-9496(2003)129:2(135).
Costello, S., D. Chapman, C. Rogers, and N. Metje. 2007. “Underground asset location and condition assessment technologies.” Tunnelling Underground Space Technol. 22 (5): 524–542. https://doi.org/10.1016/j.tust.2007.06.001.
Cox, D. R. 1972. “Regression models and life tables.” J. R. Stat. Soc. Series B (Methodological) 34 (2): 187–220.
Dandy, G., and M. Engelhardt. 2006. “Multi-objective trade-offs between cost and reliability in the replacement of water mains.” J. Water Resour. Plann. Manage. 132 (2): 79–88. https://doi.org/10.1061/(ASCE)0733-9496(2006)132:2(79).
Davis, P., S. Burn, M. Moglia, and S. Gould. 2007. “A physical probabilistic model to predict failure rates in buried PVC pipelines.” Reliab. Eng. Syst. Saf. 92 (9): 1258–1266. https://doi.org/10.1016/j.ress.2006.08.001.
Davis, P., D. De Silva, D. Marlow, M. Moglia, S. Gould, and S. Burn. 2008. “Failure prediction and optimal scheduling of replacements in asbestos cement water pipes.” J. Water Supply Res. Technol. AQUA 57 (4): 239–252. https://doi.org/10.2166/aqua.2008.035.
Denver7. 2008. “Sinkhole shuts down I-25 at 56th Avenue.” Accessed February 16, 2017. https://www.thedenverchannel.com/news/sinkhole-shuts-down-i-25-at-56th-avenue.
Deuerlein, J., A. Wolters, D. Roetsch, and A. Simpson. 2009. “Reliability analysis of water distribution systems using graph decomposition.” In Proc., World Environmental and Water Resources Congress, 1–11. Reston, VA: ASCE.
Doleac, M. L. 1979. Time-to failure analysis of cast iron water mains. Kamloops, BC, Canada: CH2M Hill.
Doleac, M. L., S. L. Lackey, and G. N. Bratton. 1980. “Prediction of time-to failure for buried cast iron pipe.” In Proc., American Water Works Association Annual Conf., 21–28. Denver: American Water Works Association.
Dominguez, C. 2016. “Effects of water pipeline break in the Woodlands a major concern.” Accessed December 17, 2016. https://www.chron.com/neighborhood/tomball/news/article/Effects-of-water-pipeline-break-in-The-Woodlands-9770884.php.
Dorn, R., P. Howsam, R. Hyde, and M. Jarvis. 1996. Water mains: Guidance on assessment and inspection techniques. London: Construction Industry Research and Information Association.
Duchesne, S., N. Bouzida, and J.-P. Villeneuve. 2011. “Performance estimation of a remote field eddy current method for the inspection of water distribution pipes.” J. Water Resour. Plann. Manage. 137 (6): 521–530. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000136.
Dueñas-Osorio, L., J. I. Craig, B. J. Goodno, and A. Bostrom. 2007. “Interdependent response of networked systems.” J. Infrastruct. Syst. 13 (3): 185–194. https://doi.org/10.1061/(ASCE)1076-0342(2007)13:3(185).
Dziedzic, R., and B. W. Karney. 2016. “Performance index for water distribution networks under multiple loading conditions.” J. Water Resour. Plann. Manage. 142 (1): 04015040. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000564.
Ékes, C., B. Neducza, and G. Henrich. 2011. “GPR goes underground: Pipe penetrating radar.” In Proc., North American Society for Trenchless Technology (NASTT) NoDig Show. Washington, DC: North American Society for Trenchless Technology.
Engelhardt, M. O., P. J. Skipworth, D. A. Savic, A. J. Saul, and G. A. Walters. 2000. “Rehabilitation strategies for water distribution networks: A literature review with a UK perspective.” Urban Water 2 (2): 153–170. https://doi.org/10.1016/S1462-0758(00)00053-4.
Fahmy, M., and O. Moselhi. 2009. “Forecasting the remaining useful life of cast iron water mains.” J. Perform. Constr. Facil. 23 (4): 269–275. https://doi.org/10.1061/(ASCE)0887-3828(2009)23:4(269).
Farahmandfar, Z., K. R. Piratla, and R. D. Andrus. 2017. “Resilience evaluation of water supply networks against seismic hazards.” J. Pipeline Syst. Eng. Pract. 8 (1): 04016014. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000251.
Farmani, R., G. A. Walters, and D. A. Savic. 2005. “Trade-off between total cost and reliability for Anytown water distribution network.” J. Water Resour. Plann. Manage. 131 (3): 161–171. https://doi.org/10.1061/(ASCE)0733-9496(2005)131:3(161).
Filion, Y. R., H. L. MacLean, and B. W. Karney. 2004. “Life-cycle energy analysis of a water distribution system.” J. Infrastruct. Syst. 10 (3): 120–130. https://doi.org/10.1061/(ASCE)1076-0342(2004)10:3(119).
Fragiadakis, M., and S. E. Christodoulou. 2014. “Seismic reliability assessment of urban water networks.” Earthquake Eng. Struct. Dyn. 43 (3): 357–374. https://doi.org/10.1002/eqe.v43.3.
Ganim, S., and L. Tran. 2016. “How Flint, Michigan’s tap water became toxic.” CNN. Accessed December 18, 2016. https://www.cnn.com/2016/01/11/health/toxic-tap-water-flint-michigan/index.html.
Gay, L. F., and S. K. Sinha. 2012. “Novel resilience assessment methodology for water distribution systems.” In Proc., Pipelines 2012: Innovations in Design, Construction, Operations, and Maintenance, Doing More with Less, 61–69. Reston, VA: ASCE.
Gheisi, A., M. Forsyth, and G. Naser. 2016. “Water distribution systems reliability: A review of research literature.” J. Water Resour. Plann. Manage. 142 (11): 04016047. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000690.
Ghosn, M., et al. 2016. “Performance indicators for structural systems and infrastructure networks.” J. Struct. Eng. 142 (9): F4016003. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001542.
Glennon, R. 2016. America’s water supply: The corrosion of a proud tradition. New York: Scientific American.
Gordon, L. 2015. “UCLA claims $13 million in flood damage from water line break.” Los Angeles Times. Accessed December 18, 2016. http://www.latimes.com/local/education/la-me-ln-ucla-flood-20150709-story.html.
Gordon, L., and M. Stevens. 2014. “UCLA flood: Estimate of gallons lost in main break doubles to 20 million.” Los Angeles Times. Accessed December 18, 2016. http://www.latimes.com/local/lanow/la-me-ln-ucla-main-break-gallons-lost-20-million-20140730-story.html.
Grigg, N. S. 2006. “Condition assessment of water distribution pipes.” J. Infrastruct. Syst. 12 (3): 147–153. https://doi.org/10.1061/(ASCE)1076-0342(2006)12:3(147).
Grigg, N. S. 2007. Main break prediction, prevention and control. London: IWA Publishing.
Grigg, N. S. 2013. “Water main breaks: Risk assessment and investment strategies.” J. Pipeline Syst. Eng. Pract. 4 (4): 04013001. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000142.
Haas, C., D. Fowler, B. Conegliano, C. Wright, and T. Bauhan. 1995. “Evaluation of new underground infrastructure maintenance technologies.” J. Infrastruct. Syst. 1 (4): 204–213. https://doi.org/10.1061/(ASCE)1076-0342(1995)1:4(204).
Hao, T., C. Rogers, N. Metje, D. Chapman, J. Muggleton, K. Foo, P. Wang, S. R. Pennock, P. Atkins, and S. Swingler. 2012. “Condition assessment of the buried utility service infrastructure.” Tunnelling Underground Space Technol. 28: 331–344. https://doi.org/10.1016/j.tust.2011.10.011.
Henry, D. 2010. “Ruptured pipe cuts water in Boston.” New York Times. Accessed December 22, 2016. https://www.nytimes.com/2010/05/03/us/03boston.html.
Hernandez-Fajardo, I., and L. Dueñas-Osorio. 2013. “Probabilistic study of cascading failures in complex interdependent lifeline systems.” Reliab. Eng. Syst. Saf. 111: 260–272. https://doi.org/10.1016/j.ress.2012.10.012.
Hirsch, A. 2009. “Water main break deluges Dundalk.” tribunedigital-baltimoresun. Accessed September 19, 2009. http://articles.baltimoresun.com/2009-09-19/news/0909190008_1_dundalk-baltimore-county-water-main.
History of Sanitary Sewers. 2016. “Sinkhole in sterling heights, Michigan.” Accessed December 22, 2016. http://www.sewerhistory.org/miscellaneous/sinkhole-in-sterling-heights-michigan/.
Hong, H. P., E. N. Allouche, and M. Trivedi. 2006. “Optimal scheduling of replacement and rehabilitation of water distribution systems.” J. Infrastruct. Syst. 12 (3): 184–191. https://doi.org/10.1061/(ASCE)1076-0342(2006)12:3(184).
Huang, J., E. McBean, and W. James. 2005. “A review of reliability analysis for water quality in water distribution systems.” J. Water Manage. Model. 107–130. https://doi.org/10.14796/JWMM.R223-07.
Hunaidi, O. 2006. “Condition assessment of water pipes.” In Proc., EPA Workshop on Innovation and Research for Water Infrastructure in the 21st Century, 10–16. Arlington, VA: USEPA.
Hwang, H., A. Forrester, and K. Lansey. 2013. “Resilience of regional water supply systems.” In Proc., World Environmental and Water Resources Congress 2013. Reston, VA: ASCE.
Islam, T., and O. Moselhi. 2012. “Modeling geospatial interdependence for integrated municipal infrastructure.” J. Infrastruct. Syst. 18 (2): 68–74. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000065.
Izadi, E. 2016. “Massive sinkhole along Florence River swallows dozens of cars.” Washington Post. Accessed December 17, 2017. https://www.washingtonpost.com/news/worldviews/wp/2016/05/25/massive-sinkhole-along-florence-river-swallows-dozens-of-cars/?utm_term=.a0078392b10a.
Jacobs, P., and B. Karney. 1994. GIS development with application to cast iron water main breakage rate. Edinburgh, Scotland: BHR Group.
Jafar, R., I. Shahrour, and I. Juran. 2010. “Application of artificial neural networks (ANN) to model the failure of urban water mains.” Math. Comput. Modell. 51 (9): 1170–1180. https://doi.org/10.1016/j.mcm.2009.12.033.
Jayaram, N., and K. Srinivasan. 2008. “Performance-based optimal design and rehabilitation of water distribution networks using life cycle costing.” Water Resour. Res. 44 (1): 1–15. https://doi.org/10.1029/2006WR005316.
Ji, J., D. Robert, C. Zhang, D. Zhang, and J. Kodikara. 2017. “Probabilistic physical modelling of corroded cast iron pipes for lifetime prediction.” Struct. Saf. 64: 62–75. https://doi.org/10.1016/j.strusafe.2016.09.004.
Jung, D., D. G. Yoo, D. Kang, and J. H. Kim. 2016. “Linear model for estimating water distribution system reliability.” J. Water Resour. Plann. Manage. 142 (8): 04016022. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000664.
Karbhari, V. M., and L. Zhao. 2000. “Use of composites for 21st century civil infrastructure.” Comput. Methods Appl. Mech. Eng. 185 (2): 433–454. https://doi.org/10.1016/S0045-7825(99)90270-0.
Khan, L. R., and K. F. Tee. 2016. “Risk-cost optimization of buried pipelines using subset simulation.” J. Infrastruct. Syst. 22 (2): 04016001. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000287.
Kim, J. H., and L. W. Mays. 1994. “Optimal rehabilitation model for water-distribution systems.” J. Water Resour. Plann. Manage. 120 (5): 674–692. https://doi.org/10.1061/(ASCE)0733-9496(1994)120:5(674).
Kirmeyer, G. J., W. Richards, and C. D. Smith. 1994. An assessment of water distribution systems and associated research needs. Denver: AWWA.
Kleiner, Y., A. Nafi, and B. Rajani. 2010. “Planning renewal of water mains while considering deterioration, economies of scale and adjacent infrastructure.” Water Sci. Technol. Water Supply 10 (6): 897–906. https://doi.org/10.2166/ws.2010.571.
Kleiner, Y., and B. Rajani. 1999. “Using limited data to assess future needs.” Am. Water Works Assoc. J. 91 (7): 47. https://doi.org/10.1002/j.1551-8833.1999.tb08664.
Kleiner, Y., and B. Rajani. 2001. “Comprehensive review of structural deterioration of water mains: Statistical models.” Urban Water 3 (3): 131–150. https://doi.org/10.1016/S1462-0758(01)00033-4.
Kleiner, Y., and B. Rajani. 2002. “Forecasting variations and trends in water-main breaks.” J. Infrastruct. Syst. 8 (4): 122–131. https://doi.org/10.1061/(ASCE)1076-0342(2002)8:4(122).
Kleiner, Y., and B. Rajani. 2004. “Quantifying effectiveness of cathodic protection in water mains: Theory.” J. Infrastruct. Syst. 10 (2): 43–51. https://doi.org/10.1061/(ASCE)1076-0342(2004)10:2(43).
Kleiner, Y., B. Rajani, and R. Sadiq. 2006a. “Failure risk management of buried infrastructure using fuzzy-based techniques.” J. Water Supply Res. Technol. AQUA 55 (2): 81–94. https://doi.org/10.2166/aqua.2006.075.
Kleiner, Y., R. Sadiq, and B. Rajani. 2006b. “Modelling the deterioration of buried infrastructure as a fuzzy Markov process.” J. Water Supply Res. Technol. AQUA 55 (2): 67–80. https://doi.org/10.2166/aqua.2006.074.
Kong, J. S., and D. M. Frangopol. 2003. “Evaluation of expected life-cycle maintenance cost of deteriorating structures.” J. Struct. Eng. 129 (5): 682–691. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:5(682).
Lansey, K., C. Basnet, L. Mays, and J. Woodburn. 1992. “Optimal maintenance scheduling for water distribution systems.” Civ. Eng. Syst. 9 (3): 211–226. https://doi.org/10.1080/02630259208970650.
Lee, L. S., H. Estrada, and M. Baumert. 2010. “Time-dependent reliability analysis of FRP rehabilitated pipes.” J. Compos. Constr. 14 (3): 272–279. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000075.
Li, D., and Y. Y. Haimes. 1992a. “Optimal maintenance-related decision making for deteriorating water distribution systems. 1: Semi-Markovian model for a water main.” Water Resour. Res. 28 (4): 1053–1061. https://doi.org/10.1029/91WR03035.
Li, D., and Y. Y. Haimes. 1992b. “Optimal maintenance-related decision making for deteriorating water distribution systems. 2: Multilevel decomposition approach.” Water Resour. Res. 28 (4): 1063–1070. https://doi.org/10.1029/91WR03036.
Lillie, K., C. Reed, and M. Rodgers. 2005. Workshop on condition assessment inspection devices for water transmission mains. Denver: AWWA.
Lindblom, M., and S. Gilmore. 2007. “Pipe break, sinkhole keep University Bridge closed through Thursday evening.” Seattle Times. Accessed December 17, 2016. https://www.seattletimes.com/seattle-news/pipe-break-sinkhole-keep-university-bridge-closed-through-thursday-evening/.
Little, R. G. 2012. Managing the risk of aging infrastructure. Lausanne, Switzerland: International Risk Governance Council.
Liu, Z., and Y. Kleiner. 2013. “State of the art review of inspection technologies for condition assessment of water pipes.” Measurement 46 (1): 1–15. https://doi.org/10.1016/j.measurement.2012.05.032.
Los Angeles Times. 1998. “5th Avenue water main break, gas blast disrupt Manhattan traffic.” Accessed December 17, 2016. http://articles.latimes.com/1998/jan/03/news/mn-4588.
Luong, H. T., and N. N. Nagarur. 2005. “Optimal maintenance policy and fund allocation in water distribution networks.” J. Water Resour. Plan. Manage. 131 (4): 299–306. https://doi.org/10.1061/(ASCE)0733-9496(2005)131:4(299).
Mailhot, A., A. Poulin, and J. P. Villeneuve. 2003. “Optimal replacement of water pipes.” Water Resour. Res. 39 (5): 1–14. https://doi.org/10.1029/2002WR001904.
Male, J. W., T. M. Walski, and A. H. Slutsky. 1990. “Analyzing water main replacement policies.” J. Water Resour. Plann. Manage. 116 (3): 362–374. https://doi.org/10.1061/(ASCE)0733-9496(1990)116:3(362).
Marks, D., et al. 1985. Predicting urban water distribution maintenance strategies: A case study of New Haven Connecticut. Washington, DC: USEPA.
Marlow, D., D. Beale, S. Gould, and B. Lane. 2013. Selecting techniques for the rehabilitation of small diameter cast iron pipes. Denver: Water Research Foundation.
Marlow, D., S. Heart, S. Burn, A. Urquhart, S. Gould, M. Anderson, S. Cook, M. Ambrose, B. Madin, and A. Fitzgerald. 2007. Condition assessment strategies and protocols for water and wastewater utility assets. Alexandria, VA: Water Environmental Research Foundation.
Matthews, J. C. 2016. “Disaster resilience of critical water infrastructure systems.” J. Struct. Eng. 142 (8): C6015001. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001341.
Matthews, J. C., A. Selvakumar, and W. Condit. 2013. “Current and emerging water main renewal technologies.” J. Infrastruct. Syst. 19 (2): 231–241. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000121.
McDaniels, T., S. Chang, D. Cole, J. Mikawoz, and H. Longstaff. 2008. “Fostering resilience to extreme events within infrastructure systems: Characterizing decision contexts for mitigation and adaptation.” Global Environ. Change 18 (2): 310–318. https://doi.org/10.1016/j.gloenvcha.2008.03.001.
McDaniels, T., S. Chang, K. Peterson, J. Mikawoz, and D. Reed. 2007. “Empirical framework for characterizing infrastructure failure interdependencies.” J. Infrastruct. Syst. 13 (3): 175–184. https://doi.org/10.1061/(ASCE)1076-0342(2007)13:3(175).
McPherson, D. L. 2009. “Choice of pipeline material: PVC or DI using a life cycle cost analysis.” In Proc., Pipelines 2009: Infrastructure’s Hidden Assets, 1342–1354. Reston, VA: ASCE.
Miran, S. A., Q. Huang, and H. Castaneda. 2016. “Time-dependent reliability analysis of corroded buried pipelines considering external defects.” J. Infrastruct. Syst. 22 (3): 04016019. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000307.
Mirats Tur, J. M., and W. Garthwaite. 2010. “Robotic devices for water main in-pipe inspection: A survey.” J. Field Rob. 27 (4): 491–508. https://doi.org/10.1002/rob.v27:4.
Moglia, M., P. Davis, and S. Burn. 2008. “Strong exploration of a cast iron pipe failure model.” Reliab. Eng. Syst. Saf. 93 (6): 885–896. https://doi.org/10.1016/j.ress.2007.03.033.
Moser, A. P., and S. L. Folkman. 2001. Buried pipe design, New York: McGraw-Hill.
Nazif, S., and M. Karamouz. 2009. “Algorithm for assessment of water distribution system’s readiness: Planning for disasters.” J. Water Resour. Plann. Manage. 135 (4): 244–252. https://doi.org/10.1061/(ASCE)0733-9496(2009)135:4(244).
Ng, T. L., and X. Cai. 2014. “Relationships between interdependency, reliability, and vulnerability of infrastructure systems: Case study of biofuel infrastructure development.” J. Infrastruct. Syst. 20 (1): 04013008. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000158.
Nishiyama, M., and Y. Filion. 2013. “Review of statistical water main break prediction models.” Can. J. Civ. Eng. 40 (10): 972–979. https://doi.org/10.1139/cjce-2012-0424.
Nowak, A. S., and K. R. Collins. 2000. Reliability of structures. New York: CRC Press.
O’Day, D. K. 1982. “Organization and analyzing leak and break data for making main replacement decisions.” J. Am. Water Works Assoc. 74 (11): 588–594. https://doi.org/10.1002/(ISSN)1551-8833.
Ouyang, M. 2014. “Review on modeling and simulation of interdependent critical infrastructure systems.” Reliab. Eng. Syst. Saf. 121: 43–60. https://doi.org/10.1016/j.ress.2013.06.040.
Park, S., H. Jun, N. Agbenowosi, B. J. Kim, and K. Lim. 2011. “The proportional hazards modeling of water main failure data incorporating the time-dependent effects of covariates.” Water Resour. Manage. 25 (1): 1–19. https://doi.org/10.1007/s11269-010-9684-y.
Pinto, J., H. Varum, I. Bentes, and J. Agarwal. 2010. “A theory of vulnerability of water pipe network (TVWPN).” Water Resour. Manage. 24 (15): 4237–4254. https://doi.org/10.1007/s11269-010-9655-3.
Piratla, K. R. 2014. “Investigation of sustainable and resilient design alternatives for water distribution networks.” Urban Water J. 13 (4): 412–425. https://doi.org/10.1080/1573062X.2014.994001.
Piratla, K. R., and S. T. Ariaratnam. 2012. “Reliability based optimal design of water distribution networks considering life cycle components.” Urban Water J. 9 (5): 305–316. https://doi.org/10.1080/1573062X.2012.660961.
Piratla, K. R., S. R. Yerri, S. Yazdekhasti, J. Cho, D. Koo, and J. C. Matthews. 2015. “Empirical analysis of water-main failure consequences.” Procedia Eng. 118: 727–734. https://doi.org/10.1016/j.proeng.2015.08.507.
Potter, J. C. 1985. “Effects of vehicles on buried, high-pressure pipe.” J. Transp. Eng. 111 (3): 224–236. https://doi.org/10.1061/(ASCE)0733-947X(1985)111:3(224).
Prasad, T. D., and N.-S. Park. 2004. “Multiobjective genetic algorithms for design of water distribution networks.” J. Water Resour. Plann. Manage. 130 (1): 73–82. https://doi.org/10.1061/(ASCE)0733-9496(2004)130:1(73).
Punmia, D. B. C., A. K. Jain, and A. K. Jain. 1995. Water supply engineering. New Delhi, India: Laxmi Publications.
Quimpo, R. G., and S.-J. Wu. 1997. “Condition assessment of water supply infrastructure.” J. Infrastruct. Syst. 3 (1): 15–22. https://doi.org/10.1061/(ASCE)1076-0342(1997)3:1(15).
Raad, D., A. Sinske, and J. Van Vuuren. 2010. “Comparison of four reliability surrogate measures for water distribution systems design.” Water Resour. Res. 46 (5): 1–11. https://doi.org/10.1029/2009WR007785.
Rajani, B. 2000. Investigation of grey cast iron water mains to develop a methodology for estimating service life. Denver: American Water Works Association.
Rajani, B., and Y. Kleiner. 2001. “Comprehensive review of structural deterioration of water mains: Physically based models.” Urban Water 3 (3): 151–164. https://doi.org/10.1016/S1462-0758(01)00032-2.
Rajani, B., and Y. Kleiner. 2004. “Non-destructive inspection techniques to determine structural distress indicators in water mains.” Accessed January 19, 2017. https://nparc.nrc-cnrc.gc.ca/eng/view/accepted/?id=bcfe0482-861b-4975-b2fd-e1823349b75e.
Rajani, B., and Y. Kleiner. 2007. “Quantifying effectiveness of cathodic protection in water mains: Case studies.” J. Infrastruct. Syst. 13 (1): 1–11. https://doi.org/10.1061/(ASCE)1076-0342(2007)13:1(1).
Rajani, B., and J. Makar. 2000. “A methodology to estimate remaining service life of grey cast iron water mains.” Can. J. Civ. Eng. 27 (6): 1259–1272. https://doi.org/10.1139/l00-073.
Rehan, R., and M. Knight. 2007. Do trenchless pipeline construction methods reduce greenhouse gas emissions? Waterloo, ON, Canada: Center for Advancement of Trenchless Technologies.
Rinaldi, S. M., J. P. Peerenboom, and T. K. Kelly. 2001. “Identifying, understanding, and analyzing critical infrastructure interdependencies.” IEEE Control Syst. 21 (6): 11–25. https://doi.org/10.1109/37.969131.
Rizzo, P. 2010. “Water and wastewater pipe nondestructive evaluation and health monitoring: A review.” Adv. Civ. Eng. 2010: 1–13. https://doi.org/10.1155/2010/818597.
Rockaway, T. D., and R. T. Ball. 2008. “Time and cost saving strategies for water pipe lining operations.” J. Infrastruct. Syst. 14 (3): 178–184. https://doi.org/10.1061/(ASCE)1076-0342(2008)14:3(178).
Romanoff, M. 1957. Underground corrosion. Washington, DC: US Government Printing Office.
Rossman, L. A., R. M. Clark, and W. M. Grayman. 1994. “Modeling chlorine residuals in drinking-water distribution systems.” J. Environ. Eng. 120 (4): 803–820. https://doi.org/10.1061/(ASCE)0733-9372(1994)120:4(803).
Sadiq, R., B. Rajani, and Y. Kleiner. 2004. “Probabilistic risk analysis of corrosion associated failures in cast iron water mains.” Reliab. Eng. Syst. Saf. 86 (1): 1–10. https://doi.org/10.1016/j.ress.2003.12.007.
Sægrov, S., J. M. Baptista, P. Conroy, R. Herz, P. LeGauffre, G. Moss, J. Oddevald, B. Rajani, and M. Schiatti. 1999. “Rehabilitation of water networks: Survey of research needs and on-going efforts.” Urban Water 1 (1): 15–22. https://doi.org/10.1016/S1462-0758(99)00002-3.
Saldarriaga, J. G., S. Ochoa, C. A. Niño, and O. J. Cortés. 2009. “Water distribution systems corrective maintenance supported by real-time use of hydraulic models.” In Proc., World Environmental and Water Resources Congress 2009: Great Rivers, 31–41. Reston, VA: ASCE.
Sánchez-Silva, M., D. M. Frangopol, J. Padgett, and M. Soliman. 2016. “Maintenance and operation of infrastructure systems: Review.” J. Struct. Eng. 142 (9): F4016004. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001543.
Selvakumar, A., and A. N. Tafuri. 2012. “Rehabilitation of aging water infrastructure systems: Key challenges and issues.” J. Infrastruct. Syst. 18 (3): 202–209. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000091.
Shahata, K., and T. Zayed. 2008. “Life-cycle cost based rehabilitation plan for water mains.” In Proc., World Environmental and Water Resources Congress. Reston, VA: ASCE.
Shamir, U., and C. Howard. 1979. “An analytic approach to scheduling pipe replacement.” J. Am. Water Works Assoc. 71 (5): 248–258. https://doi.org/10.1002/(ISSN)1551-8833.
Shaver, K. 2013. “Water main bursts in Chevy Chase, Md., despite break-detection equipment.” Washington Post. Accessed December 28, 2016. https://www.washingtonpost.com/local/water-main-break-shuts-down-connecticut-avenue-in-chevy-chase/2013/03/19/e703a426-907b-11e2-9abd-e4c5c9dc5e90_story.html?noredirect=on&utm_term;=.252190a7871b.
Shin, H., C. Joo, and J. Koo. 2016. “Optimal rehabilitation model for water pipeline systems with genetic algorithm.” Procedia Eng. 154: 384–390. https://doi.org/10.1016/j.proeng.2016.07.497.
Shinstine, D. S., I. Ahmed, and K. E. Lansey. 2002. “Reliability/availability analysis of municipal water distribution networks: Case studies.” J. Water Resour. Plann. Manage. 128 (2): 140–151. https://doi.org/10.1061/(ASCE)0733-9496(2002)128:2(140).
Shirzad, A., M. Tabesh, R. Farmani, and M. Mohammadi. 2013. “Pressure-discharge relations with application to head-driven simulation of water distribution networks.” J. Water Resour. Plann. Manage. 139 (6): 660–670. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000305.
Shuang, Q., Y. Liu, J. Liu, and Q. Chen. 2016. “Serviceability assessment for cascading failures in water distribution network under seismic scenario.” Math. Problems Eng. 2016: 1–10. https://doi.org/10.1155/2016/1431457.
Shuang, Q., M. Zhang, and Y. Yuan. 2014. “Performance and reliability analysis of water distribution systems under cascading failures and the identification of crucial pipes.” PLoS One 9 (2): e88445. https://doi.org/10.1371/journal.pone.0088445.
Singh, A., and S. Adachi. 2012. “Expectation analysis of the probability of failure for water supply pipes.” J. Pipeline Syst. Eng. Pract. 3 (2): 36–46. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000094.
Singh, A., and S. Adachi. 2013. “Bathtub curves and pipe prioritization based on failure rate.” Built Environ. Project Asset Manage. 3 (1): 105–122. https://doi.org/10.1108/BEPAM-11-2011-0027.
Sivakumar Babu, G., B. Srinivasa Murthy, and R. Seshagiri Rao. 2006. “Reliability analysis of deflection of buried flexible pipes.” J. Transp. Eng. 132 (10): 829–836. https://doi.org/10.1061/(ASCE)0733-947X(2006)132:10(829).
Spero, M. 1999. “‘Trenchless 101—For industrial applications.” In Proc., Underground Construction Technology, Int. Conf. and Exhibition. Fort Worth, TX: Underground Construction Technology.
St. Clair, A. M., and S. Sinha. 2012. “State-of-the-technology review on water pipe condition, deterioration and failure rate prediction models!” Urban Water J. 9 (2): 85–112. https://doi.org/10.1080/1573062X.2011.644566.
Su, Y.-C., L. W. Mays, N. Duan, and K. E. Lansey. 1987. “Reliability-based optimization model for water distribution systems.” J. Hydraul. Eng. 113 (12): 1539–1556. https://doi.org/10.1061/(ASCE)0733-9429(1987)113:12(1539).
Tabesh, M., A. Shirzad, V. Arefkhani, and A. Mani. 2013. “A comparative study between the modified and available demand driven based models for head driven analysis of water distribution networks.” Urban Water J. 11 (3): 221–230. https://doi.org/10.1080/1573062X.2013.783084.
Tabesh, M., J. Soltani, R. Farmani, and D. Savic. 2009. “Assessing pipe failure rate and mechanical reliability of water distribution networks using data-driven modeling.” J. Hydroinf. 11 (1): 1–17. https://doi.org/10.2166/hydro.2009.008.
Tanyimboh, T., M. Tabesh, and R. Burrows. 2001. “Appraisal of source head methods for calculating reliability of water distribution networks.” J. Water Resour. Plann. Manage. 127 (4): 206–213. https://doi.org/10.1061/(ASCE)0733-9496(2001)127:4(206).
Tanyimboh, T., and A. Templeman. 1993. “Maximum entropy flows for single-source networks.” Eng. Optim. 22 (1): 49–63. https://doi.org/10.1080/03052159308941325.
Tanyimboh, T., and A. B. Templeman. 1995. “A new method for calculating the reliability of single-source networks.” In Proc., 6th Int. Conf. on Computing in Civil and Structural Engineering, 28–30. Cambridge, UK: Civil-Comp Press.
Tanyimboh, T., and A. B. Templeman. 2010. “Seamless pressure-deficient water distribution system model.” Proc. ICE Water Manage. 163 (8): 389–396. https://doi.org/10.1680/wama.900013.
Tavakoli Mehrjardi, G., S. N. Moghaddas Tafreshi, and A. R. Dawson. 2012. “Combined use of geocell reinforcement and rubber-soil mixtures to improve performance of buried pipes.” Geotext. Geomembr. 34: 116–130. https://doi.org/10.1016/j.geotexmem.2012.05.004.
Tee, K. F., L. R. Khan, and H. Li. 2014. “Application of subset simulation in reliability estimation of underground pipelines.” Reliab. Eng. Syst. Saf. 130: 125–131. https://doi.org/10.1016/j.ress.2014.05.006.
Tesfamariam, S., B. Rajani, and R. Sadiq. 2006. “Possibilistic approach for consideration of uncertainties to estimate structural capacity of ageing cast iron water mains.” Can. J. Civ. Eng. 33 (8): 1050–1064. https://doi.org/10.1139/l06-042.
Thomas, A., B. R. Mantha, and C. C. Menassa. 2016. “A framework to evaluate the life cycle costs and environmental impacts of water pipelines.” In Proc., Pipelines 2016, 1152–1163. Reston, VA: ASCE.
Todini, E. 2000. “Looped water distribution networks design using a resilience index based heuristic approach.” Urban Water 2 (2): 115–122. https://doi.org/10.1016/S1462-0758(00)00049-2.
USEPA. 2002a. Asset management for sewer collection system. Washington, DC: USEPA.
USEPA. 2002b. The clean water and drinking water infrastructure gap analysis. Washington, DC: USEPA.
USEPA. 2009. Condition assessment for drinking water transmission and distribution mains. Washington, DC: USEPA.
USEPA. 2013. Drinking water infrastructure needs survey and assessment. Washington, DC: USEPA.
van de Looij, R. 1999. “A computerized maintenance management system for water systems.” In Proc., Water Resources Planning and Management Conf.’99: Preparing for the 21st Century. Reston, VA: ASCE.
Vanier, D. D. 2001. “Why industry needs asset management tools.” J. Comput. Civ. Eng. 15 (1): 35–43. https://doi.org/10.1061/(ASCE)0887-3801(2001)15:1(35).
Verma, S., V. S. Kanwar, and S. John. 2015. Water supply engineering. New Delhi, India: Vikas Publishing House.
Wagner, J. M., U. Shamir, and D. H. Marks. 1988a. “Water distribution reliability: Analytical methods.” J. Water Resour. Plann. Manage. 114 (3): 253–275. https://doi.org/10.1061/(ASCE)0733-9496(1988)114:3(253).
Wagner, J. M., U. Shamir, and D. H. Marks. 1988b. “Water distribution reliability: Simulation methods.” J. Water Resour. Plann. Manage. 114 (3): 276–294. https://doi.org/10.1061/(ASCE)0733-9496(1988)114:3(276).
Walski, T. M. 1985. “Cleaning and lining versus parallel mains.” J. Water Resour. Plann. Manage. 111 (1): 43–53. https://doi.org/10.1061/(ASCE)0733-9496(1985)111:1(43).
Walski, T. M. 1987. “Replacement rules for water mains.” J. Am. Water Works Assoc. 79 (11): 33–37. https://doi.org/10.1002/(ISSN)1551-8833.
Walski, T. M., J. Gessler, and J. W. Sjostrom. 1990. Water distribution systems: Simulation and sizing. Boca Raton, FL: CRC Press.
Walski, T. M., and A. Pelliccia. 1982. “Economic analysis of water main breaks.” J. Am. Water Works Assoc. 74 (3): 140–147. https://doi.org/10.1002/(ISSN)1551-8833.
Wang, H., and X. Chen. 2016. “Optimization of maintenance planning for water distribution networks under random failures.” J. Water Resour. Plann. Manage. 142 (2): 04015063. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000567.
Wang, S., L. Hong, and X. Chen. 2012. “Vulnerability analysis of interdependent infrastructure systems: A methodological framework.” Physica A 391 (11): 3323–3335. https://doi.org/10.1016/j.physa.2011.12.043.
Wang, Y., T. Zayed, and O. Moselhi. 2009. “Prediction models for annual break rates of water mains.” J. Perform. Constr. Facil. 23 (1): 47–54. https://doi.org/10.1061/(ASCE)0887-3828(2009)23:1(47).
Watt, B. 2014. LA water main breaks: Is drought a factor? Southern California Public Radio. Accessed December 28, 2016. https://www.scpr.org/news/2014/07/31/45698/la-water-main-breaks-is-drought-a-factor/.
Wilson, A. G. 1970. “The use of the concept of entropy in system modelling.” J. Oper. Res. Soc. 21 (2): 247–265. https://doi.org/10.1057/jors.1970.48.
Wilson, D., Y. Filion, and I. Moore. 2015. “State-of-the-art review of water pipe failure prediction models and applicability to large-diameter mains.” Urban Water J. 14 (2): 173–184. https://doi.org/10.1080/1573062X.2015.1080848.
WWD (Water Waste Department). 2016. “Water main breaks frequently asked questions (FAQ): Water and waste—City of Winnipeg.” Accessed January 27, 2017. http://www.winnipeg.ca/waterandwaste/water/mainbreaks.stm.
Yassin-Kassab, A., A. Templeman, and T. Tanyimboh. 1999. “Calculating maximum entropy flows in multi-source, multi-demand networks.” Eng. Optim. 31 (6): 695–729. https://doi.org/10.1080/03052159908941393.
Yazdani, A., and P. Jeffrey. 2012a. “Applying network theory to quantify the redundancy and structural robustness of water distribution systems.” J. Water Resour. Plann. Manage. 138 (2): 153–161. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000159.
Yazdani, A., and P. Jeffrey. 2012b. “Water distribution system vulnerability analysis using weighted and directed network models.” Water Resour. Res. 48 (6): 1–10. https://doi.org/10.1029/2012WR011897.
Zamenian, H., F. L. Mannering, D. M. Abraham, and T. Iseley. 2017. “Modeling the frequency of water main breaks in water distribution systems: Random-parameters negative-binomial approach.” J. Infrastruct. Syst. 23 (2): 04016035. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000336.
Zarghamee, M. S., M. Engindeniz, and N. Wang. 2013. CFRP renewal of prestressed concrete cylinder pipe. Denver: Water Research Foundation.
Zhan, C., and B. Rajani. 1997. “Estimation of frost load in a trench: Theory and experiment.” Can. Geotech. J. 34 (4): 568–579. https://doi.org/10.1139/t97-023.
Zhang, J., Z. Liang, and G. Zhao. 2016. “Mechanical behaviour analysis of a buried steel pipeline under ground overload.” Eng. Fail. Anal. 63: 131–145. https://doi.org/10.1016/j.engfailanal.2016.02.008.
Zhao, J., and B. Rajani. 2002. Construction and rehabilitation costs for buried pipe with a focus on trenchless technologies. Ottawa: Institute for Research in Construction, National Research Council.
Zimmerman, R. 2004. “Decision-making and the vulnerability of interdependent critical infrastructure.” In Proc., IEEE Int. Conf. on Systems, Man and Cybernetics, 4059–4063. New York: IEEE.

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Journal of Infrastructure Systems
Volume 24Issue 3September 2018

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Published online: Jun 9, 2018
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Discussion open until: Nov 9, 2018

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Ram K. Mazumder, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland, OH 44106. Email: [email protected]
Abdullahi M. Salman, A.M.ASCE [email protected]
Research Associate, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland, OH 44106 (corresponding author). Email: [email protected]; [email protected]
Yue Li, A.M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland, OH 44106. Email: [email protected]
Xiong Yu, F.ASCE [email protected]
Professor, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland, OH 44106. Email: [email protected]

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