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    Economic-Based Optimization of Panama Canal System Operations

    Source: Journal of Water Resources Planning and Management:;2006:;Volume ( 132 ):;issue: 006
    Author:
    David W. Watkins Jr.
    ,
    David A. Moser
    DOI: 10.1061/(ASCE)0733-9496(2006)132:6(503)
    Publisher: American Society of Civil Engineers
    Abstract: A network flow optimization model is developed to study the operations of the Panama Canal system. The prescriptive model chooses monthly reservoir releases and storage levels that maximize the overall benefit of the system. Solution of the model relies on penalty functions that relate value (either economic or noneconomic) to storage levels, releases, and flows in the system. Penalty functions are developed for the multiple purposes of the system, including water supply, navigation, hydroelectric power generation, and flood control. Patterns observed in the model results can serve as starting points to develop improved operating rules for the existing system, and the model can also help evaluate the potential benefits of structural changes to the system. The primary operational trade-off evaluated herein is between maximizing hydroelectric power generation and meeting navigation requirements with a high degree of reliability. Model results also provide some insights into the capacity expansion decisions faced by the Panama Canal Authority.
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      Economic-Based Optimization of Panama Canal System Operations

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    contributor authorDavid W. Watkins Jr.
    contributor authorDavid A. Moser
    date accessioned2017-05-08T21:08:11Z
    date available2017-05-08T21:08:11Z
    date copyrightNovember 2006
    date issued2006
    identifier other%28asce%290733-9496%282006%29132%3A6%28503%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40045
    description abstractA network flow optimization model is developed to study the operations of the Panama Canal system. The prescriptive model chooses monthly reservoir releases and storage levels that maximize the overall benefit of the system. Solution of the model relies on penalty functions that relate value (either economic or noneconomic) to storage levels, releases, and flows in the system. Penalty functions are developed for the multiple purposes of the system, including water supply, navigation, hydroelectric power generation, and flood control. Patterns observed in the model results can serve as starting points to develop improved operating rules for the existing system, and the model can also help evaluate the potential benefits of structural changes to the system. The primary operational trade-off evaluated herein is between maximizing hydroelectric power generation and meeting navigation requirements with a high degree of reliability. Model results also provide some insights into the capacity expansion decisions faced by the Panama Canal Authority.
    publisherAmerican Society of Civil Engineers
    titleEconomic-Based Optimization of Panama Canal System Operations
    typeJournal Paper
    journal volume132
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2006)132:6(503)
    treeJournal of Water Resources Planning and Management:;2006:;Volume ( 132 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian