Application and comparison of NSGA-II and MOPSO in multi-objective optimization of water resources systems
Optimal operation of reservoir systems is the most important issue in water resources management. It presents a large variety of multi-objective problems that require powerful optimization tools in order to fully characterize the existing trade-offs. Many optimization methods have been applied based...
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doaj-b8fd5d952cb84ec2b8f3faa67d7f90fb2021-09-06T19:41:40ZengSciendoJournal of Hydrology and Hydromechanics0042-790X2018-09-0166332332910.2478/johh-2018-0006johh-2018-0006Application and comparison of NSGA-II and MOPSO in multi-objective optimization of water resources systemsHojjati Ali0Monadi Mohsen1Faridhosseini Alireza2Mohammadi Mirali3Department of Water Engineering, Faculty of Agriculture, The Ferdowsi University ofMashhad, IranDepartment of Civil Engineering., Faculty of Engineering., Urmia University,Urmia, IranDepartment of Water Engineering, Faculty of Agriculture, The Ferdowsi University ofMashhad, IranDepartment of Civil Engineering (Hydraulic Structures & River Mechanics), Faculty of Engineering, Urmia University,Urmia, IranOptimal operation of reservoir systems is the most important issue in water resources management. It presents a large variety of multi-objective problems that require powerful optimization tools in order to fully characterize the existing trade-offs. Many optimization methods have been applied based on mathematical programming and evolutionary computation (especially heuristic methods) with various degrees of success more recently. This paper presents an implementation and comparison of multi-objective particle swarm optimization (MOPSO) and non-dominated sorting genetic algorithm II (NSGA-II) for the optimal operation of two reservoirs constructed on Ozan River catchment in order to maximize income from power generation and flood control capacity using MATLAB software. The alternative solutions were based on Pareto dominance. The results demonstrated superior capacity of the NSGA-II to optimize the operation of the reservoir system, and it provides better coverage of the true Pareto front than MOPSO.https://doi.org/10.2478/johh-2018-0006nsga-iimopsomulti-objective optimizationflood controlhydropower |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Hojjati Ali Monadi Mohsen Faridhosseini Alireza Mohammadi Mirali |
spellingShingle |
Hojjati Ali Monadi Mohsen Faridhosseini Alireza Mohammadi Mirali Application and comparison of NSGA-II and MOPSO in multi-objective optimization of water resources systems Journal of Hydrology and Hydromechanics nsga-ii mopso multi-objective optimization flood control hydropower |
author_facet |
Hojjati Ali Monadi Mohsen Faridhosseini Alireza Mohammadi Mirali |
author_sort |
Hojjati Ali |
title |
Application and comparison of NSGA-II and MOPSO in multi-objective optimization of water resources systems |
title_short |
Application and comparison of NSGA-II and MOPSO in multi-objective optimization of water resources systems |
title_full |
Application and comparison of NSGA-II and MOPSO in multi-objective optimization of water resources systems |
title_fullStr |
Application and comparison of NSGA-II and MOPSO in multi-objective optimization of water resources systems |
title_full_unstemmed |
Application and comparison of NSGA-II and MOPSO in multi-objective optimization of water resources systems |
title_sort |
application and comparison of nsga-ii and mopso in multi-objective optimization of water resources systems |
publisher |
Sciendo |
series |
Journal of Hydrology and Hydromechanics |
issn |
0042-790X |
publishDate |
2018-09-01 |
description |
Optimal operation of reservoir systems is the most important issue in water resources management. It presents a large variety of multi-objective problems that require powerful optimization tools in order to fully characterize the existing trade-offs. Many optimization methods have been applied based on mathematical programming and evolutionary computation (especially heuristic methods) with various degrees of success more recently. This paper presents an implementation and comparison of multi-objective particle swarm optimization (MOPSO) and non-dominated sorting genetic algorithm II (NSGA-II) for the optimal operation of two reservoirs constructed on Ozan River catchment in order to maximize income from power generation and flood control capacity using MATLAB software. The alternative solutions were based on Pareto dominance. The results demonstrated superior capacity of the NSGA-II to optimize the operation of the reservoir system, and it provides better coverage of the true Pareto front than MOPSO. |
topic |
nsga-ii mopso multi-objective optimization flood control hydropower |
url |
https://doi.org/10.2478/johh-2018-0006 |
work_keys_str_mv |
AT hojjatiali applicationandcomparisonofnsgaiiandmopsoinmultiobjectiveoptimizationofwaterresourcessystems AT monadimohsen applicationandcomparisonofnsgaiiandmopsoinmultiobjectiveoptimizationofwaterresourcessystems AT faridhosseinialireza applicationandcomparisonofnsgaiiandmopsoinmultiobjectiveoptimizationofwaterresourcessystems AT mohammadimirali applicationandcomparisonofnsgaiiandmopsoinmultiobjectiveoptimizationofwaterresourcessystems |
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1717765707501928448 |