A Chaotic Sobol Sequence-based multi-objective evolutionary algorithm for optimal design and expansion of water networks
•A novel CS-MOSADE algorithm is developed and tested for WDN design problems.•CS-MOSADE algorithm converged faster than the MOSADE and NSGA-II algorithms.•Smaller spacing metric indicated better uniformity in the obtained solutions.•Large reductions in GHG emissions were achieved over the WDN servic...
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| Vydáno v: | Sustainable cities and society Ročník 87; s. 104215 |
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| Hlavní autoři: | , , , |
| Médium: | Journal Article |
| Jazyk: | angličtina |
| Vydáno: |
Elsevier Ltd
01.12.2022
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| Témata: | |
| ISSN: | 2210-6707, 2210-6715 |
| On-line přístup: | Získat plný text |
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| Shrnutí: | •A novel CS-MOSADE algorithm is developed and tested for WDN design problems.•CS-MOSADE algorithm converged faster than the MOSADE and NSGA-II algorithms.•Smaller spacing metric indicated better uniformity in the obtained solutions.•Large reductions in GHG emissions were achieved over the WDN service life.
The design of a water distribution network (WDN) is an optimization problem that is computationally challenging with conflicting objectives. This study offers an enhanced Chaotic Sobol Sequence-based Multi-Objective Self-Adaptive Differential Evolution (CS-MOSADE) algorithm for multi-objective WDN design. The CS-MOSADE algorithm was tested on two benchmark WDNs, and a real WDN. Optimization results indicate that the CS-MOSADE algorithm converged two to three times faster than the MOSADE and NSGA-IIalgorithms and led to better output in terms of even distribution of solutions and convergence towards the true Pareto-optimal front. Smaller spacing metric indicated better uniformity in the obtained solutions; and larger hyper-area and coverage function values depicted better convergence towards the true Pareto-optimal front for the CS-MOSADE algorithm compared to the other algorithms. The CS-MOSADE algorithm was then applied to solve a WDN expansion problem for optimal pump scheduling and minimization of Life Cycle Cost, maximization of reliability and minimization of Green House Gas (GHG) emissions. A significant reduction in GHG emissions of 2.17 x 106 kg was achieved at an additional cost of $0.55 x 107 when optimal pump scheduling was incorporated in the model of the real WDN over service life of 50 years. |
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| ISSN: | 2210-6707 2210-6715 |
| DOI: | 10.1016/j.scs.2022.104215 |