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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Main Authors: Hojjati Ali, Monadi Mohsen, Faridhosseini Alireza, Mohammadi Mirali
Format: Article
Language:English
Published: Sciendo 2018-09-01
Series:Journal of Hydrology and Hydromechanics
Subjects:
Online Access:https://doi.org/10.2478/johh-2018-0006
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spelling 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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