Technical Papers
Jul 19, 2016

Reliability-Based Assessment of Lifecycle Cost of Urban Water Distribution Infrastructures

Publication: Journal of Infrastructure Systems
Volume 23, Issue 2

Abstract

Water distribution systems, as an urban infrastructure, have an indisputable role in the productivity of a society and the quality of life of its residents. It is necessary to develop policies for evaluation of the urban infrastructure performance and determining the proper time of maintenance and rehabilitation activities to increase system productivity and expand the system’s efficient performance time. In this paper, an algorithm is developed to evaluate the efficiency of urban water infrastructure performance, broken down into costs and benefits, and to determine the optimal time of water distribution network (WDN) rehabilitation using a probabilistic approach. The proposed algorithm is examined in a real water distribution network in Iran. Considering different break scenarios, the WDN’s performance within the projected performance period is simulated. The efficiency of the WDN is quantified using a reliability-based indicator, and costs and benefits of its performance are also evaluated. Based on the estimated reliability of the WDN and its calculated revenue, the actual remaining operation period of infrastructure is determined. A threshold of system revenue to costs ratio can be considered for determining the end of system life span; here 0.5 is considered. Based on the results in the case study, it can be concluded that the efficient lifetime of a WDN can be much less than its designed life span (here the efficient lifetime is 14–16 years, while the design life span is 20 years). The results of this study could be used efficiently in large water distribution networks to determine the rehabilitation time and avoiding the high costs of WDN failure.

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References

Abaza, K. A. (2002). “Optimum flexible pavement life-cycle analysis model.” J. Transp. Eng., 542–549.
Babayan, A.V, Kapelan, Z., Savić, D. A., and Walters, G. A. (2005). “Least cost design of robust water distribution networks under demand uncertainty.” J. Water Resour. Plann. Manage., 131(50), 375–382.
Cunha, M. C., and Sousa, J. J. O. (2010). “Robust design of water distribution networks for a proactive risk management.” J. Water Resour. Plann. Manage., 227–236.
Das, P. C. (1999). “Prioritization of bridge maintenance needs.” Case studies in optimal design and maintenance planning of civil infrastructure systems, D. M. Frangopol, ed., ASCE, Reston, VA, 26–44.
Day, G. (1986). Analysis for strategic marketing decisions, West Publishing Company, New York.
EPANET 2.012 [Computer software]. U.S. Environmental Protection Agency, Washington, DC.
Estes, A. C., Frangopol, D. M., and Lin, K. Y. (1997). “Minimum expected life-cycle cost design for bridges.” Proc., 7th IFIP WG7.5 Working Conf., Reliability and Optimization of Structural Systems, Pergamon, Tarrytown, NY, 133–140.
Fabrycky, W. J., and Blanchard, B. S. (1991). Life-cycle cost and economic analysis, Prentice Hall, Englewood Cliffs, NJ.
Farmani, R., Savic, D. A., and Walters, G. A. (2005a). “Evolutionary multi-objective optimization in water distribution network design.” Eng. Optim., 37(2), 167–183.
Farmani, R., Walters, G., and Savic, D. (2005b). “Trade-off between total cost and reliability for Anytown Water Distribution Network.” J. Water Resour. Plann. Manage., 161–171.
Farmani, R., Walters, G., and Savic, D. (2006). “Evolutionary multi-objective optimization of the design and operation of water distribution network: total cost vs. reliability vs. water quality.” J. Hydroinf., 8(3), 165–179.
Flanagan, R., and Norman, G. (1983). Life cycle costing for construction, Surveyor Publications, London.
Fuller, S. K., and Petersen, S. R. (1995). “Life-cycle costing manual for the Federal Energy Management Program.” NIST Handbook 135, 〈http://www.wbdg.org/ccb/NIST/hdbk_135.pdf〉 (Dec. 2012).
Ghosh, D., and Sandip, R. (2009). “Maintenance optimization using probabilistic cost benefit analysis.” J. Loss Prev. Process Ind., 22(4), 403–407.
Giustolisi, O., Laucelli, D., and Colombo, A. F. (2009). “Deterministic versus stochastic design of water distribution networks.” J. Water Resour. Plann. Manage., 117–127.
Goodman, A. S., and Hastak, M. (2006). Infrastructure planning handbook: planning, engineering, and economics, ASCE, Reston, VA.
Goulter, I. C., and Coals, C. (1986). “Quantitative approaches to reliability assessment in pipe networks.” J. Transp. Eng., 287–301.
Hearn, G., and Shim, H. S. (1998). “Integration of bridge management systems and nondestructive evaluations.” J. Infrastruct. Syst., 49–55.
Higuchi, S., and Macke, M. (2008). “Cost-benefit analysis for the optimal rehabilitation of deteriorating structures.” Struct. Saf., 30(4), 291–306.
Hong, T., Han, S., and Lee, S. (2007). “Simulation-based determination of optimal life-cycle cost for FRP bridge deck panels.” Autom. Constr., 16(2), 140–152.
Karamouz, M., Szidarovszky, F., and Zahraie, B. (2003). Water resources systems analysis, Lewis Publishers, CRC Publishing, Boca Raton, FL.
Kendall, A., Keoleian, G. A., and Helfand, G. E. (2008). “Integrated life-cycle assessment and life-cycle cost analysis model for concrete bridge deck applications.” J. Infrastruct. Syst., 214–222.
Khomsi, D., Walters, G. A., Thorley, A. R. D., and Ouazar, D. (1996). “Reliability tester for water-distribution networks.” J. Comput. Civ. Eng., 10–19.
Lansey, K., Duan, N., Mays, L., and Tung, Y. K. (1989). “Water distribution system design under uncertainties.” J. Water Resour. Plann. Manage., 630–645.
Mani, A., Tabesh, M., and Zolfagari, M. R. (2013). “Hydraulic performance of post-earthquake water distribution networks based on head driven simulation method.” Water Sci. Technol. Water Supply, 13(5), 1281–1288.
Marques, J., Cunha, M., and Savić, D. (2014). “Using real options in the optimal design of water distribution networks.” J. Water Resour. Plann. Manage., 04014052.
Marques, J., Cunha, M. C., Sousa, J., and Savić, D. (2012). “Robust optimization methodologies for water supply systems design.” Drink. Water Eng. Sci. Discuss., 5(1), 173–192.
Mehzad, N., Tabesh, M., Ataeekia, B., and Hashemi, S. (2012). “Reliability of water distribution networks due to pumps failure: comparison of VSP and SSP application.” Drinking Water Eng. Sci. Discuss., 5(1), 351–373.
Nazif, S., and Karamouz, M. (2009). “An algorithm for assessment of water distribution system’s readiness: Planning for disasters.” J. Water Resour. Plann. Manage., 244–252.
Nazif, S., Karamouz, M., Yousefi, M., and Zahmatkesh, Z., (2013). “Increasing water security: An algorithm to improve water distribution performance.” Water Resour. Manage., 27(8), 2903–2921.
Prasad, T. D., and Park, N. S. (2004). “Multiobjective genetic algorithms for design of water distribution networks.” J. Water Resour. Plann. Manage., 73–82.
Rouse, P., and Chiu, T. (2009). “Innovative applications of O.R. towards optimal life cycle management in a road maintenance setting using DEA.” Eur. J. Oper. Res., 196(2), 672–681.
Su, Y., Mays, L. W., Duan, N., and Lansey, K. E. (1987). “Reliability based optimization model for water distribution systems.” J. Hydraul. Eng., 1539–1556.
Susman, G. I. (1989). “Product life cycle management.” J. Cost Manage., 2(3), 8–22.
Thoft-Christensen, P., and Sorensen, J. D. (1987). “Optimal strategy for inspection and repair of structural systems.” Civ. Eng. Syst., 4(2), 94–100.
Todini, E. (2000). “Looped water distribution networks design using a resilience index based heuristic approach.” Urban Water, 2(2), 115–122.
Tolson, B. A., Maier, H. R., Simpson, A. R., and Lence, B. J. (2004). “Genetic algorithms for reliability-based optimization of water distribution systems.” J. Water Resour. Plann. Manage., 63–72.
Ugwu, O. O., Kumaraswamy, M. M., Kung, F., and Ng, S. T. (2005). “Object-oriented framework for durability assessment and life cycle costing of highway bridges.” Autom. Constr., 14(5), 611–632.
van Noortwijk, J. M., and Frangopol, D. M. (2004). “Two probabilistic life-cycle maintenance models for deteriorating civil infrastructures.” Probab. Eng. Mech., 19(4), 345–359.
Wirsching, P. H., and Ortiz, K. (1990). “Optimal economic strategies with considerations of reliability of fatigue-sensitive structural systems.” Struct. Saf., 7(2–4), 199–206.
Xu, C., and Goulter, I. C. (1999). “Reliability based optimal design of water distribution networks.” J. Water Resour. Plann. Manage., 352–362.
Xu, C., Goulter, I. C., and Tickle, K. S. (2003). “Assessing the capacity reliability of ageing water distribution systems.” Civ. Eng. Environ. Syst., 20(2), 119–133.
Zayed, T. M., Chang, L. M., and Fricker, J. D. (2002). “Life-cycle cost analysis using deterministic and stochastic methods: Conflicting results.” J. Perform. Constr. Facil., 63–74.
Zhao, T., and Fu, C. C. (2006). “Infrastructure development and expansion under uncertainty: A risk-preference-based lattice approach.” J. Constr. Eng. Manage., 620–625.

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 23Issue 2June 2017

History

Received: Mar 1, 2015
Accepted: May 18, 2016
Published online: Jul 19, 2016
Discussion open until: Dec 19, 2016
Published in print: Jun 1, 2017

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Authors

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Mohammad Karamouz, F.ASCE [email protected]
Professor, School of Civil Engineering, College of Engineering, Univ. of Tehran, P.O. Box 111554563, Tehran, Iran (corresponding author). E-mail: [email protected]
Korosh Yaseri [email protected]
Research Assistant, School of Civil Engineering, College of Engineering, Univ. of Tehran, P.O. Box 111554563, Tehran, Iran. E-mail: [email protected]
Assistant Professor, School of Civil Engineering, College of Engineering, Univ. of Tehran, P.O. Box 111554563, Tehran, Iran. E-mail: [email protected]

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