Water Distribution Systems Reliability under Extended-Period Simulations
Publication: Journal of Water Resources Planning and Management
Volume 146, Issue 8
Abstract
Water distribution systems reliability has typically been studied using single-period simulations of the hydraulic behavior of the system, due to high computational requirements. The aim of this work was to develop and test a framework for the evaluation of mechanical reliability, hydraulic reliability, and firefighting reliability under extended-period simulations. Four functionality functions were proposed to quantify the serviceability of the system under the perturbation scenarios. The functions were tested in five case studies based on real-world networks and compared with the previously developed mechanical reliability estimator (MRE) and hydraulic reliability estimator (HRE), as well as with similar definitions for single-period simulation. Results showed that both MRE and HRE consistently correlate with the supply/demand ratio functionality, and are easy to compute even in optimization routines. Comparison results with single-period definitions of functionality showed that, on average, evaluating hydraulic conditions at the peak hour works is a good estimation of the extended-period behavior, but in some cases, discrepancies up to 50% can be found.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors thank the Natural Sciences and Engineering Research Council of Canada for financial support of this work.
References
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.
Bao, Y., and L. W. Mays. 1990. “Model for water distribution system reliability.” J. Hydraul. Eng. 116 (9): 1119–1137. https://doi.org/10.1061/(ASCE)0733-9429(1990)116:9(1119).
Bhave, P. R. 1981. “Node flow analysis distribution systems.” Transp. Eng. J. 107 (4): 457–467.
Creaco, E., M. Franchini, and E. Todini. 2016. “The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability.” Urban Water J. 13 (2): 167–181. https://doi.org/10.1080/1573062X.2014.949799.
Cullinane, M. J., K. E. Lansey, and L. W. Mays. 1992. “Optimization-availability-based design of water-distribution networks.” J. Hydraul. Eng. 118 (3): 420–441. https://doi.org/10.1061/(ASCE)0733-9429(1992)118:3(420).
Davis, C. A. 2014. “Water system service categories, post-earthquake interaction, and restoration strategies.” Earthq. Spectra 30 (4): 1487–1509. https://doi.org/10.1193/022912EQS058M.
Di Nardo, A., M. Di Natale, C. Giudicianni, R. Greco, and G. F. Santonastaso. 2018. “Complex network and fractal theory for the assessment of water distribution network resilience to pipe failures.” Water Sci. Technol. Water Supply 18 (3): 767–777. https://doi.org/10.2166/ws.2017.124.
Filion, Y., B. Adams, and B. Karney. 2007. “Cross correlation of demands in water distribution network design.” J. Water Resour. Plann. Manage. 133 (2): 137–144. https://doi.org/10.1061/(ASCE)0733-9496(2007)133:2(137).
Fujiwara, O., and H. D. Tung. 1991. “Reliability improvement for water distribution networks through increasing pipe size.” Water Resour. Res. 27 (7): 1395–1402. https://doi.org/10.1029/91WR00882.
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. https://doi.org/10.1080/02630258508970401.
Gheisi, A., and G. Naser. 2015. “Multistate reliability of water-distribution systems: Comparison of surrogate measures.” J. Water Resour. Plann. Manage. 141 (10): 04015018. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000529.
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.
Jung, D., D. Kang, J. H. Kim, and K. Lansey. 2013. “Robustness-based design of water distribution systems.” J. Water Resour. Plann. Manage. 140 (11): 04014033. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000421.
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.
Kang, D. S., M. F. K. Pasha, and K. Lansey. 2009. “Approximate methods for uncertainty analysis of water distribution systems.” Urban Water J. 6 (3): 233–249. https://doi.org/10.1080/15730620802566844.
Liu, H., D. A. Savić, Z. Kapelan, E. Creaco, and Y. Yuan. 2016. “Reliability surrogate measures for water distribution system design: Comparative analysis.” J. Water Resour. Plann. Manage. 143 (2): 04016072. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000728.
Paez, D., and Y. Filion. 2017. “Generation and validation of synthetic WDS case studies using graph theory and reliability indexes.” Procedia Eng. 186 (Jan): 143–151. https://doi.org/10.1016/j.proeng.2017.03.220.
Paez, D., and Y. Filion. 2019. “Mechanical and hydraulic reliability estimators for water distribution systems.” J. Water Resour. Plann. Manage. 145 (11): 06019010. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001124.
Paez, D., Y. Filion, and M. Hulley. 2018a. “Battle of post-disaster response and restoration (BPDRR): Problem description and rules.” In Proc., 1st Int. WDSA/CCWI 2018 Joint Conf. Exeter, UK: Computing and Control for the Water Industry.
Paez, D., C. Salcedo, and A. Avila. 2018b. “Improving convergence rate of NSGA II with intermittent feedback from energy based methods for design of water distribution systems.” In Proc., WDSA/CCWI Joint Conf. Exeter, UK: Computing and Control for the Water Industry.
Paez, D., C. R. Suribabu, and Y. Filion. 2018c. “Method for extended period simulation of water distribution networks with pressure driven demands.” Water Resour. Manage. 32 (8): 2837–2846. https://doi.org/10.1007/s11269-018-1961-1.
Raad, D. N., A. N. Sinske, and J. H. 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.
Shin, S., S. Lee, D. Judi, M. Parvania, E. Goharian, T. McPherson, and S. Burian. 2018. “A systematic review of quantitative resilience measures for water infrastructure systems.” Water 10 (2): 164. https://doi.org/10.3390/w10020164.
Su, Y., 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.
Tanyimboh, T. T., and M. Tabesh. 1997. “The basis of the source head method of calculating distribution network reliability.” In Proc., 3rd Int. Conf. on Water Pipeline Systems—Leakage Management, Network Optimization and Pipeline Rehabilitation Technology, edited by R. Chilton, 211–220. London: Mechanical Engineering Publications.
Tanyimboh, T. T., and A. B. Templeman. 1993. “Maximum entropy flows for single-source networks.” Eng. Optimiz. 22 (1): 49–63. https://doi.org/10.1080/03052159308941325.
Tanyimboh, T. T., and A. B. Templeman. 1998. “Calculating the reliability of single-source networks by the source head method.” Adv. Eng. Softw. 29 (7–9): 499–505. https://doi.org/10.1016/S0965-9978(98)00016-7.
Tillander, K. 2004. Utilisation of statistics to assess fire risks in buildings. Espoo, Finland: VTT Technical Research Centre of Finland.
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.
Wagner, J. M., U. Shamir, and D. H. Marks. 1988. “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. 1993. “Water distribution valve topology for reliability analysis.” Reliab. Eng. Syst. Saf. 42 (1): 21–27. https://doi.org/10.1016/0951-8320(93)90051-Y.
Walski, T. M. 2000. “Hydraulic design of water distribution storage tanks.” In Water distribution systems handbook edited by L. Mays. New York: McGraw Hill.
Xu, C., and I. C. Goulter. 1998. “Probabilistic model for water distribution reliability.” J. Water Resour. Plann. Manage. 124 (4): 218–228. https://doi.org/10.1061/(ASCE)0733-9496(1998)124:4(218).
Yoo, D. G., D. Jung, D. Kang, J. H. Kim, and K. Lansey. 2015. “Seismic hazard assessment model for urban water supply networks.” J. Water Resour. Plann. Manage. 142 (2): 04015055. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000584.
Information & Authors
Information
Published In
Copyright
©2020 American Society of Civil Engineers.
History
Received: Jun 14, 2019
Accepted: Feb 18, 2020
Published online: May 28, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 28, 2020
Authors
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.