Reliability indicators for water distribution system design: Comparison

Journal of Water Resources Planning and Management

Volumn 140, Issue 2, 2014, Pages 160-168

  Atkinson, Stuart ^a   Farmani, Raziyeh ^a   Memon, Fayyaz A ^a   Butler, David ^a  

^a UNIVERSITY OF EXETER   (United Kingdom)

Author keywords

Optimization; Pumps; Rehabilitation; Reliability; Water distribution systems; Water quality; Water tanks

Indexed keywords

CALCULATION PROCESS; HYDRAULIC OPERATIONS; HYDRAULIC RELIABILITY; MECHANICAL RELIABILITY; NETWORK TOLERANCE; OPERATIONAL PERFORMANCE; RELIABILITY INDICATORS; RELIABILITY METHODS;

ENTROPY; ITERATIVE METHODS; MULTIOBJECTIVE OPTIMIZATION; OPTIMIZATION; PATIENT REHABILITATION; PUMPS; WATER DISTRIBUTION SYSTEMS; WATER QUALITY; WATER TANKS;

RELIABILITY;

HYDRAULICS; MECHANICAL PROPERTY; NETWORK ANALYSIS; OPTIMIZATION; RELIABILITY ANALYSIS; STORAGE TANK; WATER QUALITY;

EID: 84892854228     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)WR.1943-5452.0000304     Document Type: Article

References (24)

1. Atkinson, S., Farmani, R.,Memon, F. A., and Butler, D. (2011). "Comparing reliability indicators for water distribution networks with a future perspective." Proc., Computing and Control for the Water Industry 2011, Exeter, U.K.
2. Awumah, K., Goulter, I., and Bhatt, S. (1990). "Assessment of reliability in water distribution networks using entropy based measures." Stochastic Hydrol. Hydraul., 4(4), 309-320.
3. Baños, R., Reca, J., Martínez, J., Gil, C., and Márquez, A. (2011). "resilience indexes for water distribution network design: A performance analysis under demand uncertainty." Water Resour. Manage., 25(10), 2351-2366.
4. Centre forWater Systems (CWS). (2004). "Benchmark networks for design and optimisation of water distribution networks." http://www.exeter.ac .uk/cws/benchmarks (Mar. 01, 2011).
5. Deb, K. (2009). Multi-objective optimization using evolutionary algorithms, Wiley.
6. Deb, K., Pratap, A., Agarwal, S., and Meyarivan, T. (2000). "A fast and elitist multiobjective genetic algorithm: NSGA-II." Technical Rep. 200001, Indian Institute of Technology, Kanpur Genetic Algorithms Laboratory (KanGAL), Kanpur, India.
7. 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.
8. 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., 10.1061/(ASCE)0733-9496(2005) 131:3(161), 161-171.
9. 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.
10. Lansey, K. E. (2006). "The evolution of optimizing water distribution system applications." 8th Annual Water Distribution Systems Analysis Symp, Cincinnati, OH.
11. Maier, H. R., Lence, B. J., Tolson, B. A., and Foschi, R. O. (2001). "Firstorder reliability method for estimating reliability, vulnerability, and resilience." Water Resour. Res., 37(3), 779-790.
12. Ostfeld, A. (2004). "Reliability analysis of water distribution systems." J. Hydroinf., 6(4), 281-294.
13. Prasad, T. D., and Park, N.-S. (2004). "Multiobjective genetic algorithms for design of water distribution networks." J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(2004)130:1(73), 73-82.
14. 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.
15. Reca, J., Martínez, J., Baños, R., and Gil, C. (2008). "Optimal design of gravity-fed looped water distribution networks considering the resilience index." J. Water Resour. Plann. Manage., 10.1061/(ASCE) 0733-9496(2008)134:3(234), 234-238.
16. Rossman, L. A., ed. (2000). EPANET users manual, U. S. Environmental Protection Agency, Cincinnati.
17. Saldarriaga, J. G., and Serna, M. A., (2007). "Resilience analysis as part of optimal cost design of water distribution networks." Environmental and Water Resources Congress 2007, ASCE, Reston, VA.
18. Setiadi, Y., Tanyimboh, T. T., and Templeman, A. B. (2005). "Modelling errors, entropy and the hydraulic reliability of water distribution systems." Adv. Eng. Softw., 36(11-12), 780-788.
19. Tanyimboh, T. T., and Templeman, A. B. (1993). "Calculating maximum entropy flows in networks." J. Oper. Res. Soc., 44(4), 383-396.
20. Todini, E. (2000). "Looped water distribution networks design using a resilience index based heuristic approach." Urban Water, 2(2), 115-122.
21. Wagner, J. M., Shamir, U., and Marks, D. H. (1988). "Water distribution reliability: Simulation methods." J. Water Resour. Plann. Manage., 10 .1061/(ASCE)0733-9496(1988)114:3(276), 276-294.
22. Walski, T. M., et al. (1987). "Battle of the network models: Epilogue." J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(1987) 113:2(191), 191-203.
23. Walski, T. M. (2001). "The wrong paradigm-Why water distribution optimization doesn't work." J. Water Resour. Plann. Manage., 10.1061/ (ASCE)0733-9496(2001)127:4(203), 203-205.
24. 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. 168