Multiobjective approach for pipe replacement based on bayesian inference of break model parameters

Journal of Water Resources Planning and Management

Volumn 135, Issue 5, 2009, Pages 344-354

  Dridi, Leila ^a   Mailhot, Alain ^b   Parizeau, Marc ^c   Villeneuve, Jean Pierre ^b  

^a NATIONAL RESEARCH COUNCIL CANADA   (Canada)

^b CENTRE EAU TERRE ENVIRONNEMENT   (Canada)

^c UNIVERSITÉ LAVAL   (Canada)

Author keywords

Costs; Drinking water; Hydraulics; Infrastructure; Multiple objective analysis; Parameters; Pipe networks; Replacement; Structural failures

Indexed keywords

DRINKING WATER; INFRASTRUCTURE; MULTIPLE OBJECTIVE ANALYSIS; PARAMETERS; PIPE NETWORKS; REPLACEMENT; STRUCTURAL FAILURES;

BAYESIAN NETWORKS; BENCHMARKING; COSTS; DISTRIBUTED PARAMETER NETWORKS; DISTRIBUTION OF GOODS; FAILURE (MECHANICAL); FRACTURE MECHANICS; HYDRAULICS; INFERENCE ENGINES; MULTIOBJECTIVE OPTIMIZATION; PIPE; POTABLE WATER; SAFETY ENGINEERING; STRUCTURAL INTEGRITY; WATER ANALYSIS; WATER DISTRIBUTION SYSTEMS; WATER SUPPLY;

COST BENEFIT ANALYSIS;

BAYESIAN ANALYSIS; DISTRIBUTION SYSTEM; DRINKING WATER; GENETIC ALGORITHM; NUMERICAL MODEL; OPTIMIZATION; PIPE FLOW; WATER MANAGEMENT; WATER PLANNING;

EID: 69249135541     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9496(2009)135:5(344)     Document Type: Article

References (40)

1. Alvisi, S., and Franchini, M. (2006). "Near-optimal rehabilitation scheduling of water distribution systems based on a multi-objective genetic algorithm." Civ. Eng. Environ. Syst. ZZZZZZ1028-6628, 23(3), 143-160. 10.1080/10286600600789300
2. Atiquzzaman, Md., Liong, S.-Y., and Yu, X. (2006). "Alternative decision making in water distribution network with NSGA-II." J. Water Resour. Plann. Manage. JWRMD50733-9496, 132(2), 122-126. 10.1061/ (ASCE)0733-9496(2006)132:2(122)
3. Burn, S., Marlow, D., Moglia, M., and Buckland, P. (2007). "Asset management for water infrastructure." Water Asset Management Int., 3(2), 12-18.
4. Cheung, P. B., Reis, F. R., and Carrijo, I. B. (2003a). "Multi-objective optimization to the rehabilitation of a water distribution network." Proc., Advances in Water Supply Management, Int. Conf. on Computing and Control for the Water Industry, Faro, Portugal, Springer, 315-325.
5. Cheung, P. B., Reis, F. R., Formiga, K. T. M., Chaudhry, F. H., and Ticona, W. G. C. (2003b). "Multiobjective evolutionary algorithms applied to the rehabilitation of water distribution systems: A comparative study." Proc., Evolutionary Multi-Criterion Optimization, Second Int. Conf., EMO 2003, Imperial College, London, Swets & Zeitlinger, Lisse, The Netherlands, 662-676.
6. Clark, R. M., Stafford, C. L., and Goodrich, J. A. (1982). "Water distribution systems: A spatial and cost evaluation." J. Water Resour. Plng. and Mgmt. Div. JWRDDC0145-0743, 108(3), 243-256.
7. Coello, C., Carlos, A., Van Veldhuizen, D. A., and Lamont, G. B. (2002). Evolutionary algorithms for solving multi-objective problems, Kluwer Academic, Boston.
8. Dandy, G. C., and Engelhardt, M. (2001). "Optimal scheduling of water pipe replacement using genetic algorithms." J. Water Resour. Plann. Manage. JWRMD50733-9496, 127(4), 214-223. 10.1061/ (ASCE)0733-9496(2001)127:4(214)
9. Deb, K., Pratap, A., Agarwal, S., and Meyarivan, T. (2002). "A fast and elitist multiobjective genetic algorithm: NSGA-II." IEEE Trans. Evol. Comput. ITEVF51089-778X, 6(2), 182-197. 10.1109/4235.996017
10. Dridi, L. (2006). "Développement et validation d'une approche de remplacement des conduites pour les réseaux d'eau potable." Ph.D. thesis, Institut National de la Recherche Scientifique, Centre Eau, Terre et Environnement, Québec (in French).
11. Dridi, L., Mailhot, A., Parizeau, M., and Villeneuve, J.-P. (2005). "A strategy for optimal replacement of water pipes integrating structural and hydraulic indicators based on a statistical water pipe break model." Proc., 8th Int. Conf. on Computing and Control for the Water Industry (CCWI), Centre for Water Systems, Univ. of Exeter, Dept. of Engineering, Exeter, U.K., 65-70.
12. Eisenbeis, P. (1994). Modélisation statistique de la prévision des défaillances sur les conduites d'eau potable, Série Équipements pour l'eau et l'environnement No. 17, Études du CEMAGREF, Strasbourg (in French).
13. Engelhardt, M. O., Skipworth, P. J., Savic, D. A., Saul, A. J., and Walters, G. A. (2000). "Rehabilitation strategies for water distribution networks: A literature review with a U.K. perspective." Urban Water URWAFE1462-0758, 2, 153-170. 10.1016/ S1462-0758(00)00053-4
14. Erickson, M., Mayer, A., and Horn, J. (2001). "The niched Pareto genetic algorithm 2 applied to the design of groundwater remediation systems." Proc., 1st Int. Conf. on Evolutionary Multi-Criterion Optimization, Lecture Notes in Computer Science, Springer, New York, 681-695.
15. Farmani, R., Savic, D. A., and Walters, G. A. (2005). "Evolutionary multi-objective optimization in water distribution network design." Eng. Optimiz. EGOPAX0305-215X, 37(2), 167-183. 10.1080/ 03052150512331303436
16. Gagné, C., and Parizeau, M. (2004). "Open BEAGLE, a versatile EC framework." Open BEAGLE, Beagle Engine is an advanced genetic learning environment, Univ. Laval, Québec.
17. Gelman, A., Carlin, J. B., Stern, H. S., and Rubin, D. B. (1995). Bayesian data analysis (texts in statistical science), Chapman & Hall, London.
18. Giustolisi, O., Laucelli, D., and Savic, D. A. (2006). "Development of rehabilitation plans for water mains replacement considering risk and cost-benefit assessment." Civ. Eng. Environ. Syst. ZZZZZZ1028-6628, 23(3), 175-190. 10.1080/10286600600789375
19. Goldberg, D. E. (1989). Genetic algorithms in search, optimization and machine learning, Addison-Wesley, Reading, Mass.
20. Gustafson, J.-M., and Clancy, D. V. (1999). "Modeling the occurrence of breaks in cast iron water mains using methods of survival analysis." Proc., American Water Works Association (AWWA) Annual Conf., 20-24.
21. Halhal, D., Walters, G. A., Ouazar, D., and Savic, D. A. (1997). "Water network rehabilitation with structured messy genetic algorithm." J. Water Resour. Plann. Manage. JWRMD50733-9496, 123(3), 137-146. 10.1061/(ASCE)0733-9496(1997)123:3(137)
22. Halhal, D., Walters, G. A., Savic, D. A., and Ouazar, D. (1999a). "Scheduling of water distribution system rehabilitation using structured messy genetic algorithm." Evol. Comput. ZZZZZZ1063-6560, 7(3), 311-329. 10.1162/evco.1999.7.3.311
23. Halhal, D., Walters, G. A., Savic, D. A., and Ouazar, D. (1999b). "Optimal phasing of water distribution systems rehabilitation." Proc., Water Industry Systems: Modelling and Optimization Applications, Research Studies Press, Hertfordshire, U.K., 437-448.
24. Keedwell, E. C., and Khu, S. T. (2003). "More choices in water systems design through hybrid optimisation." Proc., Advances in Water Supply Management, Int. Conf. on Computing and Control for the Water Industry, Imperial College, London, Swets & Zeitlinger, Lisse, The Netherlands, 257-264.
25. Kim, J. H., and Mays, L. W. (1994). "Optimal rehabilitation model for water distribution systems." J. Water Resour. Plann. Manage. JWRMD50733-9496, 120(5), 674-692. 10.1061/(ASCE)0733-9496(1994)120:5(674)
26. Kleiner, Y., Adams, B. J., and Rogers, J. S. (1998a). "Long-term planning methodology for water distribution system rehabilitation." Water Resour. Res. WRERAQ0043-1397, 34(8), 2039-2051. 10.1029/98WR00377
27. Kleiner, Y., Adams, B. J., and Rogers, J. S. (1998b). "Selection and scheduling of rehabilitation alternatives for water distribution systems." Water Resour. Res. WRERAQ0043-1397, 34(8), 2053-2061. 10.1029/98WR01281
28. Kleiner, Y., and Rajani, B. (2001). "Comprehensive review of structural deterioration of water mains: Statistical models." Urban Water URWAFE1462-0758, 3(3), 131-150. 10.1016/S1462-0758(01)00033-4
29. Mailhot, A., Pelletier, G., Noël, J.-F., and Villeneuve, J.-P. (2000). "Modeling the evolution of the structural state of water pipe networks with brief recorded pipe break histories: Methodology and application." Water Resour. Res. WRERAQ0043-1397, 36(10), 3053-3062. 10.1029/2000WR900185
30. Mailhot, A., Poulin, A., and Villeneuve, J.-P. (2003). "Optimal replacement of water pipes." Water Resour. Res. WRERAQ0043-1397, 39(5), 1136. 10.1029/2002WR001904
31. Martz, H. F., and Waller, R. A. (1982). Bayesian Reliability Analysis, Wiley, New York.
32. Michalewicz, Z., Deb, K., Schmidt, M., and Stidsen, T. H. (1999). "Evolutionary algorithms for engineering applications." Proc., Evolutionary Algorithms in Engineering and Computer Science: Recent Advances in Genetic Algorithms, Evolution Strategies, Evolutionary Programming, Genetic Programming and Industrial Applications, Wiley, New York, 73-94.
33. Pelletier, G., Mailhot, A., and Villeneuve, J.-P. (2003). "Modeling water pipes breaks - Three case studies." J. Water Resour. Plann. Manage. JWRMD50733-9496, 129(2), 115-123. 10.1061/ (ASCE)0733-9496(2003)129:2(115)
34. Rossman, L. A. (2000). EPANET 2 users manual, U.S. Environmental Protection Agency, Cincinnati.
35. Selvakumar, A., Clark, R. M., and Sivaganesan, M. (2002). "Costs for water supply distribution system rehabilitation." J. Water Resour. Plann. Manage. JWRMD50733-9496, 128(4), 303-306. 10.1061/ (ASCE)0733-9496(2002)128:4(303)
36. Shamir, U., and Howard, C. D. D. (1979). "An analytic approach to scheduling pipe replacement." J. Am. Water Works Assoc. JAWWA50003-150X, 71, 248-258.
37. Sharp, W. W., and Walski, T. M. (1988). "Predicting internal roughness in water mains." J. Am. Water Works Assoc. JAWWA50003-150X, 80, 34-40.
38. Walski, T. M., and Pelliccia, A. (1982). "Economic analysis of water main breaks." J. Am. Water Works Assoc. JAWWA50003-150X, 74, 140-147.
39. Walters, G. A., Halhal, D., Savic, D. A., and Ouazar, D. (1999). "Improved design of 'Anytown' distribution network using structured messy genetic algorithms." Urban Water URWAFE1462-0758, 1, 23-38. 10.1016/S1462-0758(99)00005-9
40. Zhao, J. Q., and Rajani, B. (2002). "Construction and rehabilitation costs for buried pipe with a focus on trenchless technologies." Rep. Prepared for Institute for Research in Construction, Rep. No. IRC-RR-101, National Research Council, Ottawa.