Hybrid Optimization Algorithms of Firefly with GA and PSO for the Optimal Design of Water Distribution Networks

被引:15
作者
Ezzeldin, Riham [1 ]
Zelenakova, Martina [2 ]
Abd-Elhamid, Hany F. [3 ,4 ]
Pietrucha-Urbanik, Katarzyna [4 ,5 ]
Elabd, Samer [1 ]
机构
[1] Mansoura Univ, Fac Engn, Irrigat & Hydraul Dept, Mansoura 35516, Egypt
[2] Tech Univ Kosice, Inst Sustainable & Circular Construct, Fac Civil Engn, Kosice 04200, Slovakia
[3] Zagazig Univ, Fac Engn, Dept Water & Water Struct Engn, Zagazig 44519, Egypt
[4] Tech Univ Kosice, Fac Civil Engn, Dept Environm Engn, Kosice 04200, Slovakia
[5] Rzeszow Univ Technol, Fac Civil & Environm Engn & Architecture, Dept Water Supply & Sewage Syst, PL-35959 Rzeszow, Poland
关键词
water distribution networks; hybrid optimization; firefly algorithm; genetic algorithm; particle swarm optimization; performance evaluation;
D O I
10.3390/w15101906
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A novel two-hybrid optimization model of particle swarm optimization (FAPSO) and firefly algorithm with genetic algorithm (FAGA) are introduced to improve the performance of the conventional firefly algorithm for the least cost design of water distribution networks. The performance of the models is tested through application to three of the well-known benchmark networks available in the literature and also to the real case study of the El-Mostakbal City network, Ismailia, Egypt. The performance of the different algorithms was determined by evaluating the minimum, maximum, mean and standard deviation of costs, the function evaluation number, the consumed computational time for 1000 evaluations and the success rate calculated using the fuzzy logic concept for different optimal solutions slightly greater than the known optimal solution (by about 1.0% and 2.0%) were utilized for testing the convergence and search capabilities of the models. It was found that the FAGA model is superior to the standard firefly and FAPSO models in exploring the search space, exploiting the promising areas and convergence to the optimal solution and can be considered as a reasonable optimization technique for the management of water distribution networks.
引用
收藏
页数:15
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