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    Partial Infeasibility Method for Chance‐Constrained Aquifer Management

    Source: Journal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 001
    Author:
    Nathan Chan
    DOI: 10.1061/(ASCE)0733-9496(1994)120:1(70)
    Publisher: American Society of Civil Engineers
    Abstract: A pump‐and‐treat system of extraction wells is modeled to create a hydraulic capture zone to immobilize a plume of contaminants in a confined aquifer with uncertain hydraulic transmissivity. The stochastic approach is used to model the transmissivity as a random field and to generate random realizations of the field. The linear‐response‐matrix method is used to address a joint chance‐constrained optimization problem in which constraints on velocities must be simultaneously satisfied with high probability. In the literature, the multiple‐realization approach provides a robust solution but does not allow for prespecification of a desired reliability. We develop a partial‐infeasibility method, in which the pumping strategy is obtained through heuristic methods that require the designed reliability level to be satisfied for a training set consisting of multiple realizations of the uncertain transmissivity. Empirical Monte Carlo testing shows that as the size of the training set increases, the actual reliability approaches the design criterion. Thus, the method combines the intuitive appeal of the multiple‐realization method with the ability to prescribe a desired reliability level.
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      Partial Infeasibility Method for Chance‐Constrained Aquifer Management

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39251
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    contributor authorNathan Chan
    date accessioned2017-05-08T21:06:59Z
    date available2017-05-08T21:06:59Z
    date copyrightJanuary 1994
    date issued1994
    identifier other%28asce%290733-9496%281994%29120%3A1%2870%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39251
    description abstractA pump‐and‐treat system of extraction wells is modeled to create a hydraulic capture zone to immobilize a plume of contaminants in a confined aquifer with uncertain hydraulic transmissivity. The stochastic approach is used to model the transmissivity as a random field and to generate random realizations of the field. The linear‐response‐matrix method is used to address a joint chance‐constrained optimization problem in which constraints on velocities must be simultaneously satisfied with high probability. In the literature, the multiple‐realization approach provides a robust solution but does not allow for prespecification of a desired reliability. We develop a partial‐infeasibility method, in which the pumping strategy is obtained through heuristic methods that require the designed reliability level to be satisfied for a training set consisting of multiple realizations of the uncertain transmissivity. Empirical Monte Carlo testing shows that as the size of the training set increases, the actual reliability approaches the design criterion. Thus, the method combines the intuitive appeal of the multiple‐realization method with the ability to prescribe a desired reliability level.
    publisherAmerican Society of Civil Engineers
    titlePartial Infeasibility Method for Chance‐Constrained Aquifer Management
    typeJournal Paper
    journal volume120
    journal issue1
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1994)120:1(70)
    treeJournal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 001
    contenttypeFulltext
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