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    Chance‐Constrained Model for Management of Stream‐Aquifer System

    Source: Journal of Water Resources Planning and Management:;1989:;Volume ( 115 ):;issue: 003
    Author:
    Mohamed M. S. Hantush
    ,
    Miguel A. Marino
    DOI: 10.1061/(ASCE)0733-9496(1989)115:3(259)
    Publisher: American Society of Civil Engineers
    Abstract: A chance‐constrained optimization model for a stream‐aquifer system is developed using an approximate solution for the transient drawdown of the water table of an aquifer by a well operating near a river. The model explicitly considers the random nature of the hydraulic conductivity and specific yield of an unconfined aquifer. This enables the determination of the optimal groundwater pumping pattern and induced recharge from the stream to the aquifer (i.e., stream depletion rate) under specified system performance probability requirements. An application of the model is demonstrated using a hypothetical problem, and the sensitivity of the results is examined by varying probability requirements and the statistical properties of the aquifer parameters, which are: the coefficient of variation of the loghydraulic conductivity; the coefficient of variation of the log‐specific yield; and the correlation between the log‐hydraulic conductivity and log‐specific yield. The results obtained by the model indicate that the optimal pattern of pumping rates obtained by the management policy are highly sensitive to the probability levels and coefficient of variation of the log‐hydraulic conductivity. The induced rate of stream depletion is insensitive to the coefficient of variation of the log‐specific yield and is slightly sensitive to the probability levels. In contrast, the induced stream depletion rate is highly sensitive to the hydraulic conductivity statistics.
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      Chance‐Constrained Model for Management of Stream‐Aquifer System

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    http://yetl.yabesh.ir/yetl1/handle/yetl/38959
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    contributor authorMohamed M. S. Hantush
    contributor authorMiguel A. Marino
    date accessioned2017-05-08T21:06:31Z
    date available2017-05-08T21:06:31Z
    date copyrightMay 1989
    date issued1989
    identifier other%28asce%290733-9496%281989%29115%3A3%28259%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38959
    description abstractA chance‐constrained optimization model for a stream‐aquifer system is developed using an approximate solution for the transient drawdown of the water table of an aquifer by a well operating near a river. The model explicitly considers the random nature of the hydraulic conductivity and specific yield of an unconfined aquifer. This enables the determination of the optimal groundwater pumping pattern and induced recharge from the stream to the aquifer (i.e., stream depletion rate) under specified system performance probability requirements. An application of the model is demonstrated using a hypothetical problem, and the sensitivity of the results is examined by varying probability requirements and the statistical properties of the aquifer parameters, which are: the coefficient of variation of the loghydraulic conductivity; the coefficient of variation of the log‐specific yield; and the correlation between the log‐hydraulic conductivity and log‐specific yield. The results obtained by the model indicate that the optimal pattern of pumping rates obtained by the management policy are highly sensitive to the probability levels and coefficient of variation of the log‐hydraulic conductivity. The induced rate of stream depletion is insensitive to the coefficient of variation of the log‐specific yield and is slightly sensitive to the probability levels. In contrast, the induced stream depletion rate is highly sensitive to the hydraulic conductivity statistics.
    publisherAmerican Society of Civil Engineers
    titleChance‐Constrained Model for Management of Stream‐Aquifer System
    typeJournal Paper
    journal volume115
    journal issue3
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1989)115:3(259)
    treeJournal of Water Resources Planning and Management:;1989:;Volume ( 115 ):;issue: 003
    contenttypeFulltext
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