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    Multiobjective Evolutionary Approach to Optimal Reservoir Operation

    Source: Journal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 002
    Author:
    Andre Schardong
    ,
    Slobodan P. Simonovic
    ,
    A. Vasan
    DOI: 10.1061/(ASCE)CP.1943-5487.0000213
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an application of the Multiobjective Differential Evolution (MoDE) algorithm for the optimal operation of a complex multipurpose reservoir system. The developed algorithm (MoDE) is compared with the Genetic Algorithm (NSGA-II) using a set of common test problems and the case study. The case study includes part of a complex water supply system located in southwest Brazil that provides water for approximately 20 million people in the Sao Paulo metropolitan area (SPMA). The objectives of the case study include minimization of demand shortage (the difference between demand for water and available water supply), maximization of water quality (or minimization of the deviation from the water quality standards), and minimization of pumping cost. MoDE is applied to the case study using two inflow scenarios: (1) a drought period with inflows below historical average; and (2) a wet period with inflows above historical average. Multiobjective analysis is done by comparing two pairs of objective functions: minimization of demand shortage versus minimization of pumping cost and minimization of demand shortage versus minimization of the deviation from water quality standards. The constraints for the analysis are reservoir capacity, tunnels and channel limitations, and minimum downstream flow for all reservoirs. The proposed MoDE algorithm is outperforming NSGA-II as it converges closer to and provides better spread coverage of the true Pareto front.
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      Multiobjective Evolutionary Approach to Optimal Reservoir Operation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/59193
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    contributor authorAndre Schardong
    contributor authorSlobodan P. Simonovic
    contributor authorA. Vasan
    date accessioned2017-05-08T21:40:37Z
    date available2017-05-08T21:40:37Z
    date copyrightMarch 2013
    date issued2013
    identifier other%28asce%29cp%2E1943-5487%2E0000220.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59193
    description abstractThis paper presents an application of the Multiobjective Differential Evolution (MoDE) algorithm for the optimal operation of a complex multipurpose reservoir system. The developed algorithm (MoDE) is compared with the Genetic Algorithm (NSGA-II) using a set of common test problems and the case study. The case study includes part of a complex water supply system located in southwest Brazil that provides water for approximately 20 million people in the Sao Paulo metropolitan area (SPMA). The objectives of the case study include minimization of demand shortage (the difference between demand for water and available water supply), maximization of water quality (or minimization of the deviation from the water quality standards), and minimization of pumping cost. MoDE is applied to the case study using two inflow scenarios: (1) a drought period with inflows below historical average; and (2) a wet period with inflows above historical average. Multiobjective analysis is done by comparing two pairs of objective functions: minimization of demand shortage versus minimization of pumping cost and minimization of demand shortage versus minimization of the deviation from water quality standards. The constraints for the analysis are reservoir capacity, tunnels and channel limitations, and minimum downstream flow for all reservoirs. The proposed MoDE algorithm is outperforming NSGA-II as it converges closer to and provides better spread coverage of the true Pareto front.
    publisherAmerican Society of Civil Engineers
    titleMultiobjective Evolutionary Approach to Optimal Reservoir Operation
    typeJournal Paper
    journal volume27
    journal issue2
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000213
    treeJournal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 002
    contenttypeFulltext
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