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    Optimization of Water Distribution Systems Using Online Retrained Metamodels

    Source: Journal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 011
    Author:
    Weiwei Bi
    ,
    Graeme C. Dandy
    DOI: 10.1061/(ASCE)WR.1943-5452.0000419
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes the use of online retrained metamodels for the optimization of water distribution system (WDS) design. In these metamodels, artificial neural networks (ANNs) are used to replace the full hydraulic and water quality simulation models and differential evolution (DE) is utilized to carry out the optimization. The ANNs in the proposed online DE-ANN model are retrained periodically during the optimization in order to improve their approximation to the appropriate portion of the search space. In addition, a local search strategy is used to further polish the final solution obtained by the online DE-ANN model. Three case studies are used to verify the effectiveness of the proposed online retrained DE-ANN model for which both hydraulic and water quality constraints are considered. In order to enable a performance comparison, a model in which a DE is combined with a full hydraulic and water quality simulation model (DE-EPANET2.0) and an offline DE-ANN model (ANNs are trained only once at the beginning of optimization) are established and applied to each case study. The results obtained show that the proposed online retrained DE-ANN model consistently outperforms the offline DE-ANN model for each case study in terms of efficiency and solution quality. Compared with the DE-EPANET2.0 model, the proposed online DE-ANN model exhibits a substantial improvement in computational efficiency, while still producing reasonably good quality solutions.
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      Optimization of Water Distribution Systems Using Online Retrained Metamodels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70276
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    contributor authorWeiwei Bi
    contributor authorGraeme C. Dandy
    date accessioned2017-05-08T22:03:56Z
    date available2017-05-08T22:03:56Z
    date copyrightNovember 2014
    date issued2014
    identifier other%28asce%29ww%2E1943-5460%2E0000050.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70276
    description abstractThis paper proposes the use of online retrained metamodels for the optimization of water distribution system (WDS) design. In these metamodels, artificial neural networks (ANNs) are used to replace the full hydraulic and water quality simulation models and differential evolution (DE) is utilized to carry out the optimization. The ANNs in the proposed online DE-ANN model are retrained periodically during the optimization in order to improve their approximation to the appropriate portion of the search space. In addition, a local search strategy is used to further polish the final solution obtained by the online DE-ANN model. Three case studies are used to verify the effectiveness of the proposed online retrained DE-ANN model for which both hydraulic and water quality constraints are considered. In order to enable a performance comparison, a model in which a DE is combined with a full hydraulic and water quality simulation model (DE-EPANET2.0) and an offline DE-ANN model (ANNs are trained only once at the beginning of optimization) are established and applied to each case study. The results obtained show that the proposed online retrained DE-ANN model consistently outperforms the offline DE-ANN model for each case study in terms of efficiency and solution quality. Compared with the DE-EPANET2.0 model, the proposed online DE-ANN model exhibits a substantial improvement in computational efficiency, while still producing reasonably good quality solutions.
    publisherAmerican Society of Civil Engineers
    titleOptimization of Water Distribution Systems Using Online Retrained Metamodels
    typeJournal Paper
    journal volume140
    journal issue11
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000419
    treeJournal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 011
    contenttypeFulltext
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