Due to the economic crisis and water scarcity happening in recent years, many researchers have focused on the water distribution network optimization problem. On this specified subject, all recent research has applied stochastic meta-heuristic algorithms to solve these sets of problems. In this study, the application of a novel deterministic physically inspired heuristic algorithm for minimizing the cost of pipe-sizing in the water distribution system (WDS) is investigated. In fact, the algorithm used in this research is the modified central force optimization algorithm to solve the water distribution network problem called CFOnet. The approach is applied to optimize the design of the Kadu and Khorramshahr networks. For this purpose, CFOnet method is programmed in MATLAB and interfaced with the hydraulic simulation model, EPANET. The obtained solutions in this study are compared with those stochastic methods in the WDS optimization literature. This comparison shows that CFOnet is more efficient in obtaining lower cost than other optimization methods for solving the two mentioned WDSs, while it enjoys the merits of a deterministic optimization method.
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Research Article|
April 22 2016
Development of central force optimization for pipe-sizing of water distribution networks
Azadeh Jabbary;
Azadeh Jabbary
1Department of Water Engineering, Lorestan University, Khoramabad, Iran and Young Researchers and Elite Club, Science and Research Branch, Islamic Azad University, Tehran, Iran
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Hasan Torabi Podeh;
2Department of Water Engineering, Lorestan University, Khoramabad, Iran
E-mail: [email protected]
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Hojatollah Younesi;
Hojatollah Younesi
2Department of Water Engineering, Lorestan University, Khoramabad, Iran
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Amir Hamzeh Haghiabi
Amir Hamzeh Haghiabi
2Department of Water Engineering, Lorestan University, Khoramabad, Iran
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Water Supply (2016) 16 (5): 1398–1409.
Article history
Received:
November 05 2015
Accepted:
March 29 2016
Citation
Azadeh Jabbary, Hasan Torabi Podeh, Hojatollah Younesi, Amir Hamzeh Haghiabi; Development of central force optimization for pipe-sizing of water distribution networks. Water Supply 1 October 2016; 16 (5): 1398–1409. doi: https://doi.org/10.2166/ws.2016.051
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