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    Which Groundwater Remediation Objective is Better: A Realistic One or a Simple One?

    Source: Journal of Water Resources Planning and Management:;2005:;Volume ( 131 ):;issue: 005
    Author:
    Xiaolin Ren
    ,
    Barbara Minsker
    DOI: 10.1061/(ASCE)0733-9496(2005)131:5(351)
    Publisher: American Society of Civil Engineers
    Abstract: One of the first steps in developing an optimal water resources design model is creating appropriate objective functions that represent the primary goals of the design. In many cases, one major objective is minimizing cost. A more realistic cost function, with detailed cost terms, may yield more accurate results but will require more development effort. This research examines the benefits of developing a realistic cost function using two multiobjective groundwater remediation case studies. The results show that realistic cost functions find better solutions than the simplified cost functions, as well as identifying more optimal solutions on the Pareto frontier than the other functions. The realistic cost functions achieved up to 14% improvement in total cost, although the degree of loss in accuracy varies substantially for the two case studies considered in this work and for different parameter settings within each case study. Given the difficulties of predicting which case studies or parameter settings would have significant loss of performance from using simplified cost functions, investments in developing accurate site-specific cost functions appear to be worthwhile.
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      Which Groundwater Remediation Objective is Better: A Realistic One or a Simple One?

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39967
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    contributor authorXiaolin Ren
    contributor authorBarbara Minsker
    date accessioned2017-05-08T21:08:01Z
    date available2017-05-08T21:08:01Z
    date copyrightSeptember 2005
    date issued2005
    identifier other%28asce%290733-9496%282005%29131%3A5%28351%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39967
    description abstractOne of the first steps in developing an optimal water resources design model is creating appropriate objective functions that represent the primary goals of the design. In many cases, one major objective is minimizing cost. A more realistic cost function, with detailed cost terms, may yield more accurate results but will require more development effort. This research examines the benefits of developing a realistic cost function using two multiobjective groundwater remediation case studies. The results show that realistic cost functions find better solutions than the simplified cost functions, as well as identifying more optimal solutions on the Pareto frontier than the other functions. The realistic cost functions achieved up to 14% improvement in total cost, although the degree of loss in accuracy varies substantially for the two case studies considered in this work and for different parameter settings within each case study. Given the difficulties of predicting which case studies or parameter settings would have significant loss of performance from using simplified cost functions, investments in developing accurate site-specific cost functions appear to be worthwhile.
    publisherAmerican Society of Civil Engineers
    titleWhich Groundwater Remediation Objective is Better: A Realistic One or a Simple One?
    typeJournal Paper
    journal volume131
    journal issue5
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2005)131:5(351)
    treeJournal of Water Resources Planning and Management:;2005:;Volume ( 131 ):;issue: 005
    contenttypeFulltext
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