Discussion of “Deficiency of Reliability Indicators in Water Distribution Networks” by H. Monsef, M. Naghashzadegan, R. Farmani, and A. Jamali
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Water Resources Planning and Management
Volume 146, Issue 11
WR.1943-5452.0001295/asset/dcfaa1cb-a50d-4371-bc09-674556512c2a/assets/(asce)wr.1943-5452.0001295.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
Abdy Sayyed, M. A. H., R. Gupta, and T. T. Tanyimboh. 2015. “Noniterative application of EPANET for pressure dependent modelling of water distribution systems.” Water Resour. Manage. 29 (9): 3227–3242. https://doi.org/10.1007/s11269-015-0992-0.
Bhave, P. R. 1981. “Node flow analysis of water distribution systems.” J. Transp. Eng. 107 (4): 457–467.
Bin Mahmoud, A. A., and K. R. Piratla. 2018. “Comparative study of reliability assessment approaches for water pipeline networks.” In Proc., Construction Research Congress 2018, edited by C. Wang, C. Harper, Y. Lee, R. Harris, and C. Berryman, 507–515. Reston, VA: ASCE. https://doi.org/10.1061/9780784481295.051.
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 (3): 243–256.
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).
Cunha, M., J. Marques, E. Creaco, and D. Savić. 2019. “A dynamic adaptive approach for water distribution network design.” J. Water Resour. Plann. Manage. 145 (7): 04019026. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001085.
Farmani, R., G. A. Walters, and D. A. Savic. 2006. “Evolutionary multi-objective optimization of the design and operation of water distribution network: Total cost vs. reliability vs. water quality.” J. Hydroinform. 8 (3): 165–179. https://doi.org/10.2166/hydro.2006.019b.
Gargano, R., and D. Pianese. 2000. “Reliability as tool for hydraulic network planning.” J. Hydraul. Eng. 126 (5): 354–364. https://doi.org/10.1061/(ASCE)0733-9429(2000)126:5(354).
Germanopoulos, G. 1985. “A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network models.” Civ. Eng. Sys. 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): 4015018. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000529.
Gorev, N. B., and I. F. Kodzhespirova. 2013. “Noniterative implementation of pressure-dependent demands using the hydraulic analysis engine of EPANET 2.” Water Resour. Manage. 27 (10): 3623–3630. https://doi.org/10.1007/s11269-013-0369-1.
Goulter, I. 1988. “Measures of inherent redundancy in water distribution networks layouts.” J. Inform. Optim. Sci. 9 (3): 363–390. https://doi.org/10.1080/02522667.1988.10698937.
Greco, R., A. Di Nardo, and G. Santonastaso. 2012. “Resilience and entropy as indices of robustness of water distribution networks.” J. Hydroinform. 14 (3): 761–771. https://doi.org/10.2166/hydro.2012.037.
Gupta, R., and P. R. Bhave. 1994. “Reliability analysis of water-distribution systems.” J. Environ. Eng. 120 (2): 447–461. https://doi.org/10.1061/(ASCE)0733-9372(1994)120:2(447).
Gupta, R., and P. R. Bhave. 1996. “Reliability-based design of water-distribution systems.” J. Environ. Eng. 122 (1): 51–54. https://doi.org/10.1061/(ASCE)0733-9372(1996)122:1(51).
Khomsi, D., G. A. Walters, A. R. D. Thorley, and D. Ouazar. 1996. “Reliability tester for water-distribution networks.” J. Comput. Civ. Eng. 10 (1): 10–19. https://doi.org/10.1061/(ASCE)0887-3801(1996)10:1(10).
Kurek, W., and A. Ostfeld. 2013. “Multi-objective optimization of water quality, pumps operation, and storage sizing of water distribution systems.” J. Environ. Manage. 115 (Jan): 189–197. https://doi.org/10.1016/j.jenvman.2012.11.030.
Liserra, T., M. Maglionico, V. Ciriello, and V. Di Federico. 2014. “Evaluation of reliability indicators for WDNs with demand-driven and pressure-driven models.” Water Resour. Manage. 28 (5): 1201–1217. https://doi.org/10.1007/s11269-014-0522-5.
Liu, H., D. A. Savić, Z. Kapelan, E. Creaco, and Y. Yuan. 2017. “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.
Martínez-Rodríguez, J. B., I. Montalvo, J. Izquierdo, and R. Pérez-García. 2011. “Reliability and tolerance comparison in water supply networks.” Water Resour. Manage. 25 (5): 1437–1448. https://doi.org/10.1007/s11269-010-9753-2.
Rathi, S., R. Gupta, N. Palod, and L. Ormsbee. 2019. “Minimizing the variance of flow series using a genetic algorithm for reliability-based design of looped water distribution networks.” Eng. Optim. 1–15. https://doi.org/10.1080/0305215X.2019.1598984.
Siew, C., T. T. Tanyimboh, and A. G. Seyoum. 2016. “Penalty-free multi-objective evolutionary approach to optimization of any town water distribution network.” Water Resour. Manage. 30 (11): 3671–3688. https://doi.org/10.1007/s11269-016-1371-1.
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).
Surendran, S., and K. Tota-Maharaj. 2018. “Effectiveness of log-logistic distribution to model water-consumption data.” J. Water Supply: Res. Tech.-AQUA 67 (4): 375–383. https://doi.org/10.2166/aqua.2018.175.
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. Hydroinform. 11 (1): 1–17. https://doi.org/10.2166/hydro.2009.008.
Tabesh, M., T. T. Tanyimboh, and R. Burrows. 2002. “Head-driven simulation of water supply networks.” Int. J. Eng. 15 (1): 11–22.
Tanyimboh, T. T., and S. Saleh. 2019. “Effects of spatial correlation of demands on the cost and resilience of water distribution networks: A new design optimization approach.” In Proc., 11th World Congress on Water Resources and Environment, 147–148. Madrid, Spain: European Water Resources Association.
Tanyimboh, T. 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. T., and A. B. Templeman. 1993. “Calculating maximum entropy flows in networks.” J. Oper. Res. Soc. 44 (4): 383–396. https://doi.org/10.1057/jors.1993.68.
Tanyimboh, T. T., and A. B. Templeman. 1998. “Calculating the reliability of single-source networks by the source head method.” Adv. Eng. Soft. 29 (7–9): 499–505. https://doi.org/10.1016/S0965-9978(98)00016-7.
Templeman, A. B. 1982. “Discussion of ‘Optimization of looped water distribution systems’ (August 1981).” J. Environ. Eng. Div. 108 (3): 599–602.
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.
Vaabel, J., L. Ainola, and T. Koppel. 2006. “Hydraulic power analysis for determination of characteristics of a water distribution system.” In Proc., 8th Annual Water Distribution Systems Analysis Symp., edited by S. G. Buchberger, R. M. Clark, W. M. Grayman, and J. G. Uber Reston, VA: ASCE. https://doi.org/10.1061/40941(247)74.
Wagner, J. M., U. Shamir, and D. H. Marks. 1988. “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).
Wang, Q., W. Huang, L. Wang, Y. Zhan, Z. Wang, X. Wang, X. Zhan, and S. Liu. 2019. “How are various surrogate indicators consistent with mechanical reliability of water distribution systems: From a perspective of many-objective optimization.” Water 11 (8): 1669. https://doi.org/10.3390/w11081669.
Yates, D. F., A. B. Templeman, and T. B. Boffey. 1984. “The computational complexity of the problem of determining least capital cost designs for water supply networks.” Eng. Optim. 7 (2): 143–155. https://doi.org/10.1080/03052158408960635.
Information & Authors
Information
Published In
Journal of Water Resources Planning and Management
Volume 146 • Issue 11 • November 2020
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Aug 27, 2019
Accepted: Feb 3, 2020
Published online: Sep 3, 2020
Published in print: Nov 1, 2020
Discussion open until: Feb 3, 2021
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.