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    Groundwater Management by Chance‐Constrained Model

    Source: Journal of Water Resources Planning and Management:;1986:;Volume ( 112 ):;issue: 001
    Author:
    Yeou‐Koung Tung
    DOI: 10.1061/(ASCE)0733-9496(1986)112:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: A stochastic groundwater management model for a confined, homogenous, and nonuniform aquifer is developed using the concept of response function in the linear system theory. The Cooper‐Jacob equation is used to develop the unit response function. The model explicitly considers the random nature of transmissivity and storage coefficient, which enables the determination of optimal pumping pattern in a well field subject to a specified system performance reliability requirement. A hypothetical example is utilized to demonstrate applicability of the model. Model results affected by reliability requirement and uncertainty level of aquifer parameters were examined. A post‐optimality simulation is conducted to examine the performance of the model and to further assess its usefulness.
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      Groundwater Management by Chance‐Constrained Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/38758
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    contributor authorYeou‐Koung Tung
    date accessioned2017-05-08T21:06:11Z
    date available2017-05-08T21:06:11Z
    date copyrightJanuary 1986
    date issued1986
    identifier other%28asce%290733-9496%281986%29112%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38758
    description abstractA stochastic groundwater management model for a confined, homogenous, and nonuniform aquifer is developed using the concept of response function in the linear system theory. The Cooper‐Jacob equation is used to develop the unit response function. The model explicitly considers the random nature of transmissivity and storage coefficient, which enables the determination of optimal pumping pattern in a well field subject to a specified system performance reliability requirement. A hypothetical example is utilized to demonstrate applicability of the model. Model results affected by reliability requirement and uncertainty level of aquifer parameters were examined. A post‐optimality simulation is conducted to examine the performance of the model and to further assess its usefulness.
    publisherAmerican Society of Civil Engineers
    titleGroundwater Management by Chance‐Constrained Model
    typeJournal Paper
    journal volume112
    journal issue1
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1986)112:1(1)
    treeJournal of Water Resources Planning and Management:;1986:;Volume ( 112 ):;issue: 001
    contenttypeFulltext
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