Real-time multiobjective optimization of operation of water supply systems

Journal of Water Resources Planning and Management

Volumn 141, Issue 9, 2015, Pages

  Odan, Frederico Keizo ^a   Ribeiro Reis, Luisa Fernanda ^b   Kapelan, Zoran ^c  

^a Federal Center for Technological Education of Minas Gerais   (Brazil)

^b UNIVERSITY OF SÃO PAULO   (Brazil)

^c UNIVERSITY OF EXETER   (United Kingdom)

Author keywords

Optimization; Pump scheduling; Real time operation; Reliability; Water supply

Indexed keywords

FORECASTING; MULTIOBJECTIVE OPTIMIZATION; OPTIMIZATION; PUMPS; RELIABILITY; SCHEDULING; WATER DISTRIBUTION SYSTEMS; WATER SUPPLY;

CONTROL ROOM OPERATORS; EFFICIENT USE OF ENERGY; HYDRAULIC SIMULATION; HYDRAULIC SIMULATION MODEL; OPERATIONAL RELIABILITY; OPTIMIZATION MODELING; PUMP SCHEDULING; REAL-TIME OPERATION;

REAL TIME SYSTEMS;

DISTRIBUTION SYSTEM; FORECASTING METHOD; MODEL TEST; OPERATIONS TECHNOLOGY; OPTIMIZATION; PLANNING METHOD; REAL TIME; RELIABILITY ANALYSIS; WATER DEMAND; WATER SUPPLY;

BRAZIL; SAO PAULO [BRAZIL];

EID: 84939129417     PISSN: 07339496     EISSN: 19435452     Source Type: Journal    
DOI: 10.1061/(ASCE)WR.1943-5452.0000515     Document Type: Article

References (43)

1. Boulos, P. F., Wu, Z., Orr, C. H., Moore, M., Hsiung, P., and Thomas, D. (2000). Optimal pump operation of water distribution systems using genetic algorithm, H2ONET-Users guide, MW Software Inc., Pasadena, CA.
2. Broad, D. R., Maier, H. R., and Dandy, G. C. (2010). "Optimal operation of complex water distribution systems using metamodels". J. Water Resour. Plann. Manage., 10.1061/(ASCE)WR.1943-5452.0000052, 433-443.
3. Coulbeck, B., Orr, C. H., and Brdys, M. (1988). "Real-time optimized control of water distribution systems". Int. Conf. on Control, 634-640.
4. Deb, K., and Agrawal, S. (1999). "A niched-penalty approach for constraint handling in genetic algorithms". Proc., ICANNGA-99, Springer, Heidelberg, Germany, 123-135.
5. Deb, K., Pratap, A., Agarwal, S., and Meyarivan, T. (2002). "A fast and elitist multiobjective genetic algorithm: NSGA-II evolutionary computation". IEEE Trans. Evol. Comput., 6(2), 182-197.
6. EPA (Environmental Protection Agency). (2008). "Ensuring a sustainable future: An energy management guidebook for wastewater and water utilities". (Oct. 24, 2013).
7. EPRI (Electric Power Research Institute). (2002). "Water and sustainability: U.S. electricity consumption for water supply and treatment-The next half century". Technical Rep. 1006787, Vol. 4, Palo Alto, CA.
8. Giacomello, C., Kapelan, Z., and Nicolini, M. (2012). "Fast hybrid optimization method for effective pump scheduling". J. Water Resour. Plann. Manage., 10.1061/(ASCE)WR.1943-5452.0000239, 175-183.
9. Goldman, F. E., and Mays, L. W. (2000). "The application of simulated annealing to the optimal operation of water systems". Proc., 26th Annual Water Resources Planning and Management Conf., ASCE, Washington, DC.
10. Iman, R. L., and Conover, W. J. (1982). "A distribution-free approach to inducing rank correlation among input variables". Commun. Stat., 11(3), 311-334.
11. Jamieson, D. G., Shamir, U., Martinez, F., and Franchini, M. (2007). "Conceptual design of a generic, real-time, near-optimal control system for water distribution networks". J. Hydroinf., 9(1), 3-14.
12. Jayaram, N., and Srinivasan, K. (2008). "Performance-based optimal design and rehabilitation of water distribution networks sing life cycle costing". Water Resour. Res., 44(1), W01417.
13. Jowitt, P.W., and Germanopoulos, G. (1992). "Optimal pump scheduling in water supply networks". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(1992)118:4(406), 406-422.
14. Kang, D. (2014). "Real-time optimal control of water distribution systems". Procedia Eng., 70, 917-923.
15. Krapivka, A., and Ostfeld, A. (2009). "Coupled genetic algorithm-linear programming for least cost pipe sizing of water-distribution systems". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(2009) 135:4(298), 298-302.
16. Lansey, K. E., and Awumah, K. (1994). "Optimal pump operations considering pump switches". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(1994)120:1(17), 17-35.
17. Lingireddy, S., and Wood, D. J. (1998). "Improved operation of water distribution systems using variable speed pumps". J. Energy Eng., 10.1061/(ASCE)0733-9402(1998)124:3(90), 90-103.
18. Loganathan, G. V., Greene, J. J., and Ahn, T. J. (1995). "Design heuristic for globally minimum cost water-distribution systems". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(1995)121:2(182), 182-192.
19. López-Ibáñez, M. (2009). "Operational optimization of water distribution networks". Ph.D. thesis, School of Engineering and the Built Environment, Edinburgh Napier Univ., U.K.
20. López-Ibáñez, M., Prasad, T. D., and Paechter, B. (2008). "Ant colony optimization for the optimal control of pumps in water distribution networks". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(2008)134:4(337), 337-346.
21. López-Ibáñez, M., Prasad, T. D., and Paechter, B. (2011). "Representations and evolutionary operators for the scheduling of pump operations in water distribution networks". Evol. Comput., 19(3), 429-467.
22. Mackle, G., Savic, D. A., and Walters, G. A. (1995). "Application of genetic algorithms to pumps scheduling for water supply". Conf. Publ. No. 414, Genetic Algorithms in Engineering Systems: Innovations and Applications, Institute of Engineering and Technology (IET), Stevenage, U.K., 400-405.
23. Martinez, F., Hernandez, V., Alonso, J. M., Rao, Z., and Alvisi, S. (2007). "Optimizing the operation of the Valencia water-distribution network". J. Hydroinf., 9(1), 65-78.
24. McCormick, G., and Powell, R. S. (2003). "Optimal pump scheduling in water supply systems with maximum demand charges". J. Water Resour. Plann.Manage., 10.1061/(ASCE)0733-9496(2003)129:5(372), 372-379.
25. Nitivattananon, V., Sadowski, E. C., and Quimpo, R. G. (1996). "Optimization of water supply system operation". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(1996)122:5(374), 374-384.
26. Odan, F. K., and Reis, L. F. R. (2012). "Hybrid water demand forecasting model associating artificial neural network with Fourier series". J. Water Resour. Plann. Manage., 10.1061/(ASCE)WR.1943-5452.0000177, 245-256.
27. Pasha, M. F. K., and Lansey, K. (2009). "Optimal pump scheduling by linear programming". World Environmental and Water Resources Congress 2009, ASCE, Reston VA, 1-10.
28. Pezeshk, S., and Helweg, O. J. (1996). "Adaptive search optimization in reducing pump operating costs". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(1996)122:1(57), 57-63.
29. 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.
30. Price, E., and Ostfdeld, A. (2013). "An iterative linearization scheme for convex non-linear equations: Application to optimal operation of water distribution systems". J. Water Resour. Plann. Manage., 10.1061/(ASCE)WR.1943-5452.0000275, 299-312.
31. Rao, Z., and Salomons, E. (2007). "Development of a real-time, nearoptimal control process for water-distribution networks". J. Hydroinf., 9(1), 25-37.
32. Rossman, L. A. (2000). EPANET 2 user's manual, EPA, Cincinnati.
33. Sakarya, A. B. A., and Mays, L. W. (2000). "Optimal operation of water distribution pumps considering water quality". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(2000)126:4(210), 210-220.
34. Savic, D. A., Walters, G. A., and Schwab, M. (1997). "Multiobjective genetic algorithms for pump scheduling in water supply". Evol. Comput., 1305, 227-236.
35. Shamir, U., and Salomons, E. (2008). "Optimal real-time operation of urban water distribution systems using reduced models". J. Water Resour. Plann. Manage. Div., 10.1061/(ASCE)0733-9496(2008)134:2(181), 181-185.
36. Tanyimboh, T. T., and Templeman, A. B. (1993). "Optimum design of flexible water distribution networks". Civ. Eng. Syst., 10(3), 243-258.
37. Todini, E. (2000). "Looped water distribution networks design using a resilience index based heuristic approach". Urban Water, 2(2), 115-122.
38. Todini, E., and Pilati, S. (1987). "A gradient method for the analysis of pipe networks". Int. Conf. on Computer Applications for Water Supply and Distribution, Research Studies Press, Taunton, U.K.
39. Ulanicki, B., Kahler, J., and See, H. (2007). "Dynamic optimization approach for solving an optimal scheduling problem in water distribution systems". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(2007)133:1(23), 23-32.
40. van Zyl, J. E., Savic, D. A., and Walters, G. A. (2004). "Operational optimization of water distribution systems using a hybrid genetic algorithm". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496 (2004)130:2(160), 160-170.
41. Vrugt, J. A., and Robinson, B. A. (2007). "Improved evolutionary optimization from genetically adaptive multimethod search". Proc. Natl. Acad. Sci., 104(3), 708-711.
42. Yu, G., Powell, R. S., and Sterling, M. J. H. (1994). "Optimized pump scheduling in water distribution systems". J. Optim. Theory Appl., 83(3), 463-488.
43. Zessler, U., and Shamir, U. (1989). "Optimal operation of water distribution systems". J. Water Resour. Plann. Manage., 10.1061/(ASCE)0733-9496(1989)115:6(735), 735-752.