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    Dynamic Optimal Ground-Water Reclamation with Treatment Capital Costs

    Source: Journal of Water Resources Planning and Management:;1997:;Volume ( 123 ):;issue: 001
    Author:
    Teresa B. Culver
    ,
    Christine A. Shoemaker
    DOI: 10.1061/(ASCE)0733-9496(1997)123:1(23)
    Publisher: American Society of Civil Engineers
    Abstract: A dynamic optimal control algorithm for ground-water remediation was extended to incorporate treatment facility capital costs, as a function of the peak operating rate. Our approach to including the capital costs of treatment required no additional control variables and only a single additional state variable. Incorporation of the capital costs of the treatment facility had the greatest impact on design when the pumping policies were changed at intervals of six months or fewer. For longer management periods, inclusion of treatment facility capital costs had little effect on the selected optimal policies. This work demonstrates that capital treatment costs may significantly impact a dynamic management policy and that these capital costs should be explicitly incorporated into a dynamic management model.
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      Dynamic Optimal Ground-Water Reclamation with Treatment Capital Costs

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39461
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    contributor authorTeresa B. Culver
    contributor authorChristine A. Shoemaker
    date accessioned2017-05-08T21:07:18Z
    date available2017-05-08T21:07:18Z
    date copyrightJanuary 1997
    date issued1997
    identifier other%28asce%290733-9496%281997%29123%3A1%2823%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39461
    description abstractA dynamic optimal control algorithm for ground-water remediation was extended to incorporate treatment facility capital costs, as a function of the peak operating rate. Our approach to including the capital costs of treatment required no additional control variables and only a single additional state variable. Incorporation of the capital costs of the treatment facility had the greatest impact on design when the pumping policies were changed at intervals of six months or fewer. For longer management periods, inclusion of treatment facility capital costs had little effect on the selected optimal policies. This work demonstrates that capital treatment costs may significantly impact a dynamic management policy and that these capital costs should be explicitly incorporated into a dynamic management model.
    publisherAmerican Society of Civil Engineers
    titleDynamic Optimal Ground-Water Reclamation with Treatment Capital Costs
    typeJournal Paper
    journal volume123
    journal issue1
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1997)123:1(23)
    treeJournal of Water Resources Planning and Management:;1997:;Volume ( 123 ):;issue: 001
    contenttypeFulltext
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