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    Optimization Model for Groundwater Management in Multi‐Aquifer Systems

    Source: Journal of Water Resources Planning and Management:;1987:;Volume ( 113 ):;issue: 002
    Author:
    Hasan Yazicigil
    ,
    Mohammed Rasheeduddin
    DOI: 10.1061/(ASCE)0733-9496(1987)113:2(257)
    Publisher: American Society of Civil Engineers
    Abstract: The use of embedding technique as a mechanism for coupling the simulation model of a particular groundwater system with an optimization model has been extended herein to multi‐aquifer systems. The combined management model is used to determine the optimal groundwater management schemes in a hypothetical multi‐aquifer system under transient and steady state conditions. The model enables the determination of optimal allocation of wells in different aquifers and their pumping rates to achieve a system‐wide maximum head distribution while satisfying the water production targets, well capacity restrictions, and lower bounds on hydraulic heads at critical points. Constraint and weighting methods of the multiobjective programming techniques are used to develop trade‐off curves relating the sum of hydraulic heads in the whole system as well as in individual aquifers at various water production targets. The generated trade‐off curves may enhance the decision maker's ability to select the best development policy from a set of alternative policies by considering other technological, financial, and legal constraints.
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      Optimization Model for Groundwater Management in Multi‐Aquifer Systems

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/38822
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    contributor authorHasan Yazicigil
    contributor authorMohammed Rasheeduddin
    date accessioned2017-05-08T21:06:18Z
    date available2017-05-08T21:06:18Z
    date copyrightMarch 1987
    date issued1987
    identifier other%28asce%290733-9496%281987%29113%3A2%28257%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38822
    description abstractThe use of embedding technique as a mechanism for coupling the simulation model of a particular groundwater system with an optimization model has been extended herein to multi‐aquifer systems. The combined management model is used to determine the optimal groundwater management schemes in a hypothetical multi‐aquifer system under transient and steady state conditions. The model enables the determination of optimal allocation of wells in different aquifers and their pumping rates to achieve a system‐wide maximum head distribution while satisfying the water production targets, well capacity restrictions, and lower bounds on hydraulic heads at critical points. Constraint and weighting methods of the multiobjective programming techniques are used to develop trade‐off curves relating the sum of hydraulic heads in the whole system as well as in individual aquifers at various water production targets. The generated trade‐off curves may enhance the decision maker's ability to select the best development policy from a set of alternative policies by considering other technological, financial, and legal constraints.
    publisherAmerican Society of Civil Engineers
    titleOptimization Model for Groundwater Management in Multi‐Aquifer Systems
    typeJournal Paper
    journal volume113
    journal issue2
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1987)113:2(257)
    treeJournal of Water Resources Planning and Management:;1987:;Volume ( 113 ):;issue: 002
    contenttypeFulltext
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