Technical Papers
Jun 30, 2016

Water Distribution Systems Reliability: A Review of Research Literature

Publication: Journal of Water Resources Planning and Management
Volume 142, Issue 11

Abstract

Every water distribution system (WDS) fails partially or completely at some point or points during its lifetime. Measurement of reliability for a WDS under various failure conditions is necessary. Numerous techniques have been developed for estimating WDS reliability. This study provides an in-depth review of the relevant research literature (subsequently referred to simply as “literature”) in the context of mathematical methods for measuring WDS reliability. It was found that the literature is vague as types of failure (mechanical, hydraulic, and water quality failure) and techniques of reliability analysis are mixed together inappropriately. This research organized and classified the available techniques into three major categories and discussed which technique should be used depending upon the type of a failure. A particular state of failure could have several simultaneous unfavorable impacts on a WDS operation. Deep insight into the relevant literature revealed that simultaneous multiaspect/state analysis has received relatively no attention. The research demonstrated the need for simultaneous multiaspect/state performance analysis of a WDS.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors would like to thank the support received from Natural Science and Engineering Research Council (NSERC) of Canada as well as from Kerr Wood Leidal Consulting Engineers (Canada).

References

Alvisi, S., Creaco, E., and Franchini, M. (2011). “Segment identification in water distribution systems.” Urban Water J., 8(4), 203–217.
American Water Works Association/Pacific Northwest Section (AWWA PNWS). (1995). Summary of backflow incidents, 4th Ed., Vancouver, WA.
Andrews, J. D., and Moss, T. R. (2002). Reliability and risk assessment, 2nd Ed., ASME, New York.
Ang, W. K., and Jowitt, P. W. (2005). “Some new insights on informational entropy for water distribution networks.” Eng. Optim., 37(3), 277–289.
Ang, W. K., and Jowitt, P. W. (2006). “Solution for water distribution systems under pressure-deficient conditions.” J. Water Resour. Plann. Manage., 175–182.
Atkinson, S. (2013). “A futures approach to water distribution and sewer network (re) design.” Ph.D. dissertation, Univ. of Exeter, U.K.
Atkinson, S., Farmani, R., Memon, F. A., and Butler, D. (2014). “Reliability indicators for water distribution system design: Comparison.” J. Water Resour. Plann. Manage., 160–168.
Awumah, K., Goulter, I., and Bhatt, S. K. (1991). “Entropy-based redundancy measures in water-distribution networks.” J. Hydraul. Eng., 595–614.
Awumah, K., Goulter, I. C., and Bhatt, S. K. (1990). “Assessment of reliability in water distribution networks using entropy-based measures.” Stoch. Hydro. Hydraul., 4(4), 309–320.
Baños, R., Reca, J., Martínez, J., Gil, C., and Márquez, A. L. (2011). “Resilience indexes for water distribution network design: A performance analysis under demand uncertainty.” Water Resour. Manage., 25(10), 2351–2366.
Bentley Systems. (2006). WaterGEMS v8 user manual, Watertown, CT.
Bertola, P., and Nicolini, M. (2006). “Evaluating reliability and efficiency of water distribution networks.” Management of Water Networks. Proc., Conf. Efficient Management of Water Networks, Design and Rehabilitation Techniques, Fondazione AMGA, Genova, Italy, 7–23.
Bhave, P. R. (1981). “Node flow analysis distribution systems.” Transp. Eng. J., 107(4), 457–467.
Binning, D. (2014). “Security and preparedness—J100 and the Safety Act—What’s in it for me?” J. Am. Water Works Assoc., 106(12), 22–24.
Boulos, P. F., Karney, B. W., Wood, D. J., and Lingireddy, S. (2005). “Hydraulic transient guidelines for protecting water distribution systems.” J. Am. Water Works Assoc., 97(5), 111–124.
Cardoso, M., Coelho, S., Matos, R., and Alegre, H. (2004). “Performance assessment of water supply and wastewater system.” Urban Water J., 1(1), 55–67.
Cheung, P., Zyl, J. V., and Reis, L. (2005). “Extension of EPANet for pressure driven demand modeling in water distribution system.” Proc., CCWI2005—Water Management for the 21st Century, D. Savic, G. Walters, R. King, and S.-T. Khu, eds., Centre for Water Systems, Univ. of Exeter, Exeter, U.K., 215–226.
Constans, S., Brémond, B., and Morel, P. (2003). “Simulation and control of chlorine levels in water distribution networks.” J. Water Resour. Plann. Manage., 135–145.
Creaco, E., Franchini, M., and Alvisi, S. (2010a). “A fast new method for segment identification in water distribution systems.” WDSA2010, ASCE, Reston, VA, 12–15.
Creaco, E., Franchini, M., and Alvisi, S. (2010b). “Optimal placement of isolation valves in water distribution systems based on valve cost and weighted average demand shortfall.” Water Resour. Manage., 24(15), 4317–4338.
Cullinane, M. J. (1986). “Hydraulic reliability of urban water distribution systems.” Proc., Water Forum 1986: World Water Issues in Evolution, ASCE, Reston, VA, 1264–1271.
Cullinane, M. J., Lansey, K. E., and Mays, L. W. (1992). “Optimization-availability-based design of water distribution networks.” J. Hydraul. Eng., 420–441.
Di Nardo, A., Di Natale, M., Santonastaso, G. F., Tzatchkov, V. G., and Alcocer-Yamanaka, V. H. (2013). “Water network sectorization based on graph theory and energy performance indices.” J. Water Resour. Plann. Manage., 620–629.
Di Nardo, A., Greco, R., Santonastaso, G. F., and Di Natale, M. (2010). “Resilience and entropy indices for water supply network sectorization in district meter areas.” 9th Int. Conf. on Hydroinformatics, HIC, Tianjin, China.
Dziedzic, R., and Karney, B. W. (2013). “Energy metrics for water distribution assessment.” Proc., 46th Annual Stormwater and Urban Water Systems Modeling Conf., Brampton, Canada.
Dziedzic, R., and Karney, B. W. (2015). “Performance index for water distribution networks under multiple loading conditions.” J. Water Resour. Plann. Manage., 04015040.
Dziedzic, R. M., and Karney, B. W. (2014). “Water distribution system performance metrics.” Procedia Eng., 89, 363–369.
Ermini, R., and Ataoui, R. (2014). “Computing a global performance index by fuzzy set approach.” Procedia Eng., 70, 622–632.
Even, S. (2011). Graph algorithms, 2nd Ed., Cambridge University Press, New York.
Farmani, R., Walters, G. A., and Savic, D. A. (2005). “Trade-off between total cost and reliability for Anytown water distribution network.” J. Water Resour. Plann. Manage., 161–171.
Fragiadakis, M., Christodoulou, S. E., and Vamvatsikos, D. (2013). “Reliability assessment of urban water distribution networks under seismic loads.” Water Resour. Manage., 27(10), 3739–3764.
Fujiwara, O., and Ganesharajah, T. (1993). “Reliability assessment of water supply systems with storage and distribution networks.” Water Resour. Res., 29(8), 2917–2924.
Ganguly, S. (2007). “Node flow analysis of water distribution networks using EPANET 2.” M.Tech. thesis, Visvesvaraya National Institute of Technology, Nagpur, India.
Gao, T. (2013). “Efficient identification of segments in water distribution networks.” J. Water Resour. Plann. Manage., 04014003.
Gargano, R., and Pianese, D. (2000). “Reliability as tool for hydraulic network planning.” J. Hydraul. Eng., 354–364.
Gauthier, V., Besner, M. C., Barbeau, B., Millette, R., and Prévost, M. (2000). “Storage tank management to improve drinking water quality: Case study.” J. Water Resour. Plann. Manage., 221–228.
Germanopoulos, G. (1985). “A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network models.” Civ. Eng. Syst., 2(3), 171–179.
Gessler, J., and Walski, T. M. (1985). “Water distribution system optimization.”, Environmental Laboratory, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS.
Gheisi, A., and Naser, G. (2013). “On the significance of maximum number of component failures in reliability analysis of water distribution systems.” Urban Water J., 10(1), 10–25.
Gheisi, A., and Naser, G. (2014a). “A surrogate measure for multi-component failure based reliability analysis of water distribution systems.” Procedia Eng., 89, 333–338.
Gheisi, A., and Naser, G. (2014b). “Simultaneous multi-pipe failure impact on reliability of water distribution systems.” Procedia Eng., 89, 326–332.
Gheisi, A., and Naser, G. (2014c). “Water distribution systems reliability under simultaneous multicomponent failure scenario.” J. Am. Water Work Assoc., 106(7), E319–E327.
Gheisi, A., and Naser, G. (2015). “Multistate reliability of water-distribution systems: Comparison of surrogate measures.” J. Water Resour. Plann. Manage., 04015018.
Giustolisi, O., Kapelan, Z., and Savic, D. (2008a). “Algorithm for automatic detection of topological changes in water distribution networks.” J. Hydraul. Eng., 435–446.
Giustolisi, O., Kapelan, Z., and Savic, D. A. (2008b). “Detecting topological changes in large water distribution networks.” Proc., Water Distribution System Analysis, ASCE, Reston, VA, 951–965.
Giustolisi, O., and Savic, D. (2010). “Identification of segments and optimal isolation valve system design in water distribution networks.” Urban Water J., 7(1), 1–15.
Giustolisi, O., and Savic, D. A. (2008). “Optimal design of isolation valve system for water distribution networks.” Proc., 10th Annual Water Distribution Systems Analysis Conf. (WDSA’08), J. Van Zyl, A. Ilemobade, and H. Jacobs, eds., ASCE, Reston, VA, 1–13.
Gottipati, P. V., and Nanduri, U. V. (2014). “Equity in water supply in intermittent water distribution networks.” Water Environ. J., 28(4), 509–515.
Goulter, I., and Kazemi, A. (1989). “Analysis of water distribution pipe failure types in Winnipeg, Canada.” J. Transp. Eng., 95–111.
Goulter, I., Walski, T. M., Mays, L. W., Sakarya, B., Bouchart, F. and Tung, Y. K. (2000). “Reliability analysis for design.” Chapter 18, Water distribution systems handbook, L. W. Mays, ed., McGraw-Hill, New York.
Goulter, I. C., and Coals, A. V., (1986). “Quantitative approaches to reliability assessment in pipe networks.” J. Transp. Eng., 287–301.
Guidolin, M., Burovskiy, P., Kapelan, Z., and Savic, D. A. (2010). “CWSNet: An object-oriented toolkit for water distribution system simulations.” Proc., 12th Annual Water Distribution Systems Analysis Conf., WDSA, ASCE, Reston, VA, 12–15.
Gupta, R., and Bhave, P. R. (1994). “Reliability analysis of water distribution systems.” J. Environ. Eng., 447–461.
Gupta, R., and Bhave, P. R. (1996). “Comparison of methods for predicting deficient-network performance.” J. Water Resour. Plann. Manage., 214–217.
Gupta, R., Dhapade, S., Agrawal, M. L., and Bhave, P. R. (2007). “Modeling water quality in distribution network for reliability analysis.” Proc., National Workshop on Water Quality Problems and Mitigation Through Sustainable Sources, Raipur Center, India.
Gupta, R., Dhapade, S., and Bhave, P. R. (2009). “Water quality reliability analysis of water distribution networks.” Proc., 33rd Int. Association of Hydraulic Engineering and Research Congress: Water Engineering for a Sustainable Environment, ASCE, Reston, VA, 5582–5590.
Haider, H., Sadiq, R., and Tesfamariam, S. (2013). “Performance indicators for small-and medium-sized water supply systems: A review.” Environ. Rev., 22(1), 1–40.
Harada, H. (1988). “Statistics of the cold wave in the temperate region and prediction of the number of damaged service pipes.” J. Am. Water Works Assoc., 57(8), 12–15.
Hu, Y., and Hubble, D. W. (2007). “Factors contributing to the failure of asbestos cement water mains.” Can. J. Civ. Eng., 34(5), 608–621.
Huang, J., McBean, E., and James, W. (2005). “A review of reliability analysis for water quality in water distribution systems.” Effective model, CHI, Guelph, ON, Canada, 107–130.
Islam, M. S., Sadiq, R., Rodriguez, M. J., Najjaran, H., and Hoorfar, M. (2013). “Reliability assessment for water supply systems under uncertainties.” J. Water Resour. Plann. Manage., 468–479.
Jacobs, P., and Goulter, I. (1991). “Estimation of maximum cut-set size for water network failure.” J. Water Resour. Plann. Manage., 588–605.
Jayaram, N., and Srinivasan, K. (2008). “Performance-based optimal design and rehabilitation of water distribution networks using life cycle costing.” Water Resour. Res., 44(1), W01417.
Jun, H., and Loganathan, G. V. (2007). “Valve-controlled segments in water distribution systems.” J. Water Resour. Plann. Manage., 145–155.
Juran, J. M., and Gryna, S. M. (1993). Quality planning and analysis, McGraw-Hill, New York.
Kalungi, P., and Tanyimboh, T. T. (2003). “Redundancy model for water distribution systems.” Reliab. Eng. Syst. Saf., 82(3), 275–286.
Kansal, M. L. and Arora, G. (2002). “Discussion of ‘Reliability as a tool for hydraulic network planning’.” J. Hydraul. Eng., 127.
Kansal, M. L., Arora, G., and Verma, S. (2004). “Water quality reliability analysis in an urban distribution network.” J. Indian Water Works Assoc., 36(3), 185–198.
Kao, J. J., and Li, P. H. (2007). “A segment-based optimization model for water pipeline replacement.” J. Am. Water Works Assoc., 99(7), 83–95.
Kesavan, H. K., and Chandrashekar, M. (1972). “Graph-theoretical models for pipe network analysis.” J. Hydraul. Div., 98(2), 345–364.
Kleiner, Y., and Rajani, B. (2001). “Comprehensive review of structural deterioration of water mains: Statistical models.” Urban Water, 3(3), 131–150.
Kwietniewski, M. (2004). “Reliability modelling of water distribution system (WDS) for operation and maintenance needs.” Arch. Hydroeng. Environ. Mech., 51(1), 85–92.
Kwietniewski, M. (2006). “Field reliability tests of water distribution system from the point of view of consumer’s needs.” Civ. Eng. Environ. Syst., 23(4), 287–294.
Li, P. H., and Kao, J. J. (2008). “Segment-based vulnerability analysis system for a water distribution network.” Civ. Eng. Environ. Syst., 25(1), 41–58.
Li, X., Sun, Y., Han, X., and Zhao, X. H. (2013). “Water quality reliability analysis of water distribution systems based on Monte-Carlo simulation.” Adv. Mater. Res., 777, 401–406.
Liu, H., Savić, D., Kapelan, Z., Zhao, M., Yuan, Y., and Zhao, H. (2014). “A diameter-sensitive flow entropy method for reliability consideration in water distribution system design.” Water Resour. Res., 50(7), 5597–5610.
Mays, L. W. (1994). “Methodologies for reliability analysis of water distribution systems.” Computer modeling of free-surface and pressurized flows, Springer, Netherlands.
Mays, L. W. (1999). Water distribution system handbook, McGraw-Hill, New York.
Mays, L. W., Bao, Y., Brion, L., Cullinane, M. J., and Duan, N. (1989). “New methodologies for the reliability-based analysis and design of water distribution systems.”.
Muranho, J., Ferreira, A., Sousa, J., Gomes, A., and Marques, A. S. (2014a). “Pressure-dependent demand and leakage modelling with an EPANET extension–WaterNetGen.” Procedia Eng., 89, 632–639.
Muranho, J., Ferreira, A., Sousa, J., Gomes, A., and Marques, A. S. (2014b). “Technical performance evaluation of water distribution networks based on EPANET.” Procedia Eng., 70, 1201–1210.
Nazif, S. and Karamouz, M. (2009). “Algorithm for assessment of water distribution system’s readiness: Planning for disasters.” J. Water Resour. Plann. Manage., 244–252.
Nishiyama, M., and Filion, Y. (2013). “Review of statistical water main break prediction models.” Can. J. Civ. Eng., 40(10), 972–979.
NRC (National Research Council). (2006). Water distribution systems: Assessing and reducing risks, National Academies Press, Washington, DC.
Ostfeld, A. (2004). “Reliability analysis of water distribution systems.” J. Hydroinf., 6(4), 281–294.
Ostfeld, A., Kogan, D., and Shamir, U. (2002). “Reliability simulation of water distribution systems—Single and multiquality.” Urban Water J., 4(1), 53–61.
Ozger, S. S., and Mays, L. W. (2003). “A semi pressure driven approach to reliability assessment of water distribution networks.” Ph.D. thesis, Arizona State Univ., Tempe, AZ.
Pathirana, A. (2010). “EPANET2 desktop application for pressure driven demand modeling.” Proc., 12th Annual Water Distribution Systems Analysis Conf. (WDSA), ASCE, Reston, VA, 12–15.
Perelman, L., and Amin, S. (2014). “A network interdiction model for analyzing the vulnerability of water distribution systems.” Proc., 3rd Int. Conf. on High Confidence Networked Systems, Association for Computing Machinery (ACM), New York, 135–144.
Prasad, T. D., and Park, N. S. (2004). “Multiobjective genetic algorithms for design of water distribution networks.” J. Water Resour. Plann. Manage., 73–82.
Quimpo, R. G., and Shamsi, U. M. (1991). “Reliability-based distribution system maintenance.” J. Water Resour. Plann. Manage., 321–339.
Raad, D. N., Sinske, A. N., and Van Vuuren, J. H. (2010). “Comparison of four reliability surrogate measures for water distribution systems design.” Water Resour. Res., 46(5), W05524.
Rajani, B., and Kleiner, Y. (2001). “Comprehensive review of structural deterioration of water mains: Physically based models.” Urban Water, 3(3), 151–164.
Reca, J., Martinez, J., Banos, R., and Gil, C. (2008). “Optimal design of gravity-fed looped water distribution networks considering the resilience index.” J. Water Resour. Plann. Manage., 234–238.
Ross, S. M. (1985). Introduction to probability models, Vol. 3, Academic Press, New York.
Rossman, L. A. (2000). EPANET-2 users’ manual, risk reduction engineering laboratory, U.S. EPA, Cincinnati.
Rossman, L. A., Clark, R. M., and Grayman, W. M. (1994). “Modeling chlorine residuals in drinking-water distribution systems.” J. Environ. Eng., 803–820.
Sacluti, F. R. (1999). “Modeling water distribution pipe failures using artificial neural networks.” M.Sc. thesis, Univ. of Alberta, Canada.
Saldarriaga, J. G., and Serna, M. A. (2007). “Resilience analysis as part of optimal cost design of water distribution networks.” Environment Water Resources Congress 2007, ASCE, Reston, VA, 1–12.
Schneider, O. D., et al. (2010). “Determining vulnerability and occurrence of residential backflow.” J. Am. Water Works Assoc., 102(8), 52.
Setiadi, Y., Tanyimboh, T. T., and Templeman, A. B. (2005). “Modelling errors, entropy and the hydraulic reliability of water distribution systems.” Adv. Eng. Software, 36(11), 780–788.
Shamir, U., and Howard, C. D. D. (1979). “An analytical approach to scheduling pipe replacement.” J. Am. Water Works Assoc., 71(5), 248–258.
Shannon, C. E. (1948). “A note on the concept of entropy.” Bell Syst. Tech. J., 27(3), 379–423.
Shinstine, D. S., Ahmed, I., and Lansey, K. E. (2002). “Reliability/availability analysis of municipal water distribution networks: Case studies.” J. Water Resour. Plann. Manage., 140–151.
Shirzad, A., Tabesh, M., Farmani, R., and Mohammadi, M. (2012). “Pressure-discharge relations with application to head-driven simulation of water distribution networks.” J. Water Resour. Plann. Manage., 660–670.
Shuang, Q., Zhang, M., and Yuan, Y. (2014). “Performance and reliability analysis of water distribution systems under cascading failures and the identification of crucial pipes.” PLoS One, 9(2), e88445.
Siew, C., and Tanyimboh, T. T. (2012). “Pressure-dependent EPANET extension.” Water Resour. Manage., 26(6), 1477–1498.
Singh, A., and Adachi, S. (2013). “Bathtub curves and pipe prioritization based on failure rate.” Built Environ. Project Asset Manage., 3(1), 105–122.
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.
Tabesh, M. (1998). “Implications of the pressure dependency of outflows on data management, mathematical modelling and reliability assessment of water distribution systems.” Ph.D. thesis, Liverpool Univ., Liverpool, U.K.
Tabesh, M., Asadiani Yekta, A. H., and Burrows, R. (2009a). “An integrated model to evaluate losses in water distribution networks.” Water Resour. Manage., 23(3), 477–492.
Tabesh, M., Shirzad, A., Arefkhani, V., and Mani, A. (2014). “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.
Tabesh, M., Soltani, J., Farmani, R., and Savic, D. (2009d). “Assessing pipe failure rate and mechanical reliability of water distribution networks using data-driven modeling.” J. Hydroinf., 11(1), 1–17.
Tabesh, M., Tanyimboh, T. T., and Burrows, R. (2002). “Head-driven simulation of water supply networks.” Int. J. Eng., 15(1), 11–22.
Tanyimboh, T., and Sheahan, C. (2002). “A maximum entropy based approach to the layout optimization of water distribution systems.” Civ. Eng. Environ. Syst., 19(3), 223–253.
Tanyimboh, T. T. (1993). “An entropy-based approach to the optimum design of reliable water distribution networks.” Ph.D. dissertation, Univ. of Liverpool, Liverpool, U.K.
Tanyimboh, T. T., and Setiadi, Y. (2008). “Joint layout, pipe size and hydraulic reliability optimization of water distribution systems.” Eng. Optim., 40(8), 729–747.
Tanyimboh, T. T., Tabesh, M., and Burrows, R. (2001). “Appraisal of source head methods for calculating reliability of water distribution networks.” J. Water Resour. Plann. Manage., 206–213.
Tanyimboh, T. T., and Templeman, A. B. (1993a). “Maximum entropy flows for single-source networks.” Eng. Optim., 22(1), 49–63.
Tanyimboh, T. T., and Templeman, A. B. (1993b). “Optimum design of flexible water distribution networks.” Civ. Eng. Syst., 10(3), 243–258.
Tanyimboh, T. T., and Templeman, A. B. (1995). “A new method for calculating the reliability of single source networks.” Developments in computational techniques for civil engineering, B. H. V. Topping, ed., Civil-Comp Press, Edinburgh, U.K., 1–9.
Tanyimboh, T. T., and Templeman, A. B. (1998). “Calculating the reliability of single-source networks by the source head method.” Adv. Eng. Software, 29(7), 499–505.
Tanyimboh, T. T., and Templeman, A. B. (2000). “A quantified assessment of the relationship between the reliability and entropy of water distribution systems.” Eng. Optim., 33(2), 179–199.
Tanyimboh, T. T., and Templeman, A. B. (2010). “Seamless pressure-deficient water distribution system model.” Proc. ICE-Water Manage., 163(8), 389–396.
Tanyimboh, T. T., Tietavainen, M. T., and Saleh, S. (2011). “Reliability assessment of water distribution systems with statistical entropy and other surrogate measures.” Water Sci. Technol. Water Supply, 11(4), 437–443.
Todini, E. (2000). “Looped water distribution networks design using a resilience index based heuristic approach.” Urban Water J., 2(2), 115–122.
Trifunović, N. (2012). “Pattern recognition for reliability assessment of water distribution networks.” Ph.D. dissertation, UNESCO-IHE Institute for Water Education, Delft Univ. of Technology, Delft, the Netherlands.
Wagner, J. M., Shamir, U., and Marks, D. H. (1988a). “Water distribution reliability: Analytical methods.” J. Water Resour. Plann. Manage., 253–275.
Wagner, J. M., Shamir, U., and Marks, D. H. (1988b). “Water distribution reliability: Simulation methods.” J. Water Resour. Plann. Manage., 276–294.
Walski, T., Gessler, J., and Sjostrom, J. (1990). Water distribution system simulation and sizing, Lewis, Ann Arbor, MI.
Walski, T. M. (1993a). “Practical aspects of providing reliability in water distribution systems.” Reliab. Eng. Syst. Saf., 42(1), 13–19.
Walski, T. M. (1993b). “Water distribution valve topology for reliability analysis.” Reliab. Eng. Syst. Saf., 42(1), 21–27.
Walski, T. M. (1994). “Valves and water distribution system reliability.” AWWA national convention, AWWA, New York.
Walski, T. M. (2002). Issue in providing reliability in water distribution systems, ASCE, Reston, VA.
Walski, T. M., Gessler, J., and Sjostrom, J. W. (1988). “Selecting optimal pipe sizes for water distribution systems.” J. Am. Water Works Assoc., 80(2), 35–39.
Watson, T., Christian, C., Mason, A., and Smith, M. (2001). “Maintenance of water distribution systems.” Proc., 36th Annual Conf. of the Operational Research Society of New Zealand, Univ. of Canterbury, New Zealand.
Wu, Z. Y., and Walski, T. M. (2006). “Pressure dependent hydraulic modelling for water distribution systems under abnormal conditions.” Proc., 5th IWA World Water Congress and Exhibition (CD-ROM), Beijing.
Wu, Z. Y., Wang, R. H., Walski, T. M., Yang, S. Y., Bowdler, D., and Baggett, C. C. (2006). “Efficient pressure dependent demand model for large water distribution system analysis.” Proc., 8th Annual Water Distribution System Analysis Symp.
Yassin-Kassab, A., Templeman, A. B., and Tanyimboh, T. T. (1999). “Calculating maximum entropy flows in multi-source, multi-demand networks.” Eng. Optim., 31(6), 695–729.
Yazdani, A., and Jeffrey, P. (2010). “Robustness and vulnerability analysis of water distribution networks using graph theoretic and complex network principles.” Proc. Water Distrib. Syst. Anal., 12–15.
Yazdani, A., and Jeffrey, P. (2011a). “Applying network theory to quantify the redundancy and structural robustness of water distribution systems.” J. Water Resour. Plann. Manage., 153–161.
Yazdani, A., and Jeffrey, P. (2011b). “Complex network analysis of water distribution systems.” Chaos Interdiscip. J. Nonlinear Sci., 21(1), 016111.
Yazdani, A., and Jeffrey, P. (2012). “Water distribution system vulnerability analysis using weighted and directed network models.” Water Resour. Res., 48(6), W06517.
Zadeh, L. A. (1994). “Soft computing and fuzzy logic.” IEEE Software, 11(6), 48–56.
Zhuang, B., Lansey, K., and Kang, D. (2013). “Resilience/availability analysis of municipal water distribution system incorporating adaptive pump operation.” J. Hydraul. Eng., 527–537.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 142Issue 11November 2016

History

Received: Oct 9, 2015
Accepted: Apr 7, 2016
Published online: Jun 30, 2016
Published in print: Nov 1, 2016
Discussion open until: Nov 30, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Postdoctoral Fellow, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. E-mail: [email protected]
M. Forsyth
Okanagan Branch Manager, Kerr Wood Leidal Consulting Engineers, Vernon, BC, Canada V1T 2C8.
Gh. Naser, M.ASCE [email protected]
Assistant Professor, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share