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    Assessment of the Replicate Compression Heuristic to Improve Efficiency of Urban Water Supply Headworks Optimization

    Source: Journal of Water Resources Planning and Management:;2009:;Volume ( 135 ):;issue: 006
    Author:
    Lijie Cui
    ,
    George Kuczera
    DOI: 10.1061/(ASCE)0733-9496(2009)135:6(451)
    Publisher: American Society of Civil Engineers
    Abstract: Urban water supply headworks systems are usually designed to provide high security against drought. The best way to evaluate this security is to use Monte Carlo simulation which is computationally expensive. The advent of parallel computing technology in conjunction with genetic algorithms has made it practicable to optimize operation for drought security. Nonetheless, computation turnaround times remain long. This paper presents a simple heuristic called replicate compression to improve Monte Carlo efficiency. It exploits the well known concept of a critical period. In a high reliability system there should be few critical periods. Therefore, restricting simulation to such periods should bring about substantial savings in computational effort. It was found for problems where the objective function evaluation is only affected by what happens during critical periods, replicate compression provides an effective means for substantially reducing simulation effort. The case study involving a nine-reservoir urban headworks system showed the actual reduction in effort depended on the stress experienced by the system, which in turn affected the frequency of critical periods. Even when the objective function is affected by decisions outside the critical period, replicate compression may provide a useful result by helping to guide the specification of a reduced search space for the genetic algorithm. This strategy can bring about substantial savings in turnaround time.
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      Assessment of the Replicate Compression Heuristic to Improve Efficiency of Urban Water Supply Headworks Optimization

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40247
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    contributor authorLijie Cui
    contributor authorGeorge Kuczera
    date accessioned2017-05-08T21:08:29Z
    date available2017-05-08T21:08:29Z
    date copyrightNovember 2009
    date issued2009
    identifier other%28asce%290733-9496%282009%29135%3A6%28451%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40247
    description abstractUrban water supply headworks systems are usually designed to provide high security against drought. The best way to evaluate this security is to use Monte Carlo simulation which is computationally expensive. The advent of parallel computing technology in conjunction with genetic algorithms has made it practicable to optimize operation for drought security. Nonetheless, computation turnaround times remain long. This paper presents a simple heuristic called replicate compression to improve Monte Carlo efficiency. It exploits the well known concept of a critical period. In a high reliability system there should be few critical periods. Therefore, restricting simulation to such periods should bring about substantial savings in computational effort. It was found for problems where the objective function evaluation is only affected by what happens during critical periods, replicate compression provides an effective means for substantially reducing simulation effort. The case study involving a nine-reservoir urban headworks system showed the actual reduction in effort depended on the stress experienced by the system, which in turn affected the frequency of critical periods. Even when the objective function is affected by decisions outside the critical period, replicate compression may provide a useful result by helping to guide the specification of a reduced search space for the genetic algorithm. This strategy can bring about substantial savings in turnaround time.
    publisherAmerican Society of Civil Engineers
    titleAssessment of the Replicate Compression Heuristic to Improve Efficiency of Urban Water Supply Headworks Optimization
    typeJournal Paper
    journal volume135
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2009)135:6(451)
    treeJournal of Water Resources Planning and Management:;2009:;Volume ( 135 ):;issue: 006
    contenttypeFulltext
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