YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Irrigation and Drainage Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Irrigation and Drainage Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Canal Operations Planner. III: Minimizing Inequity with Delivery Performance Ratio Relaxation

    Source: Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author:
    Tonny T. de Vries
    ,
    Arif A. Anwar
    ,
    Muhammad Tousif Bhatti
    DOI: 10.1061/(ASCE)IR.1943-4774.0001218
    Publisher: American Society of Civil Engineers
    Abstract: For many large irrigation systems, distributing water equitably is a stated management objective. Canal operations plans specify which canal to operate at what discharge for each irrigation interval to achieve the stated objective. In this study, a function of the Gini index is incorporated in to an integer program that can develop a canal operations plan. In contrast with earlier canal operations planners that minimize inequity, the operations planner presented herein does not constrain the discharge in a canal to a binary integer. Rather, the user can define an allocation cost function that in turn defines the preferred operational range of discharge over which any canal should be operated for any interval. The operations planner can also be modified to permit spillages. The model is applied to a secondary canal in Pakistan, and the sensitivity of the results to operational range and permissible spillage are explored. An engineering application of the model is presented.
    • Download: (818.2Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Canal Operations Planner. III: Minimizing Inequity with Delivery Performance Ratio Relaxation

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4238575
    Collections
    • Journal of Irrigation and Drainage Engineering

    Show full item record

    contributor authorTonny T. de Vries
    contributor authorArif A. Anwar
    contributor authorMuhammad Tousif Bhatti
    date accessioned2017-12-16T09:06:16Z
    date available2017-12-16T09:06:16Z
    date issued2017
    identifier other%28ASCE%29IR.1943-4774.0001218.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4238575
    description abstractFor many large irrigation systems, distributing water equitably is a stated management objective. Canal operations plans specify which canal to operate at what discharge for each irrigation interval to achieve the stated objective. In this study, a function of the Gini index is incorporated in to an integer program that can develop a canal operations plan. In contrast with earlier canal operations planners that minimize inequity, the operations planner presented herein does not constrain the discharge in a canal to a binary integer. Rather, the user can define an allocation cost function that in turn defines the preferred operational range of discharge over which any canal should be operated for any interval. The operations planner can also be modified to permit spillages. The model is applied to a secondary canal in Pakistan, and the sensitivity of the results to operational range and permissible spillage are explored. An engineering application of the model is presented.
    publisherAmerican Society of Civil Engineers
    titleCanal Operations Planner. III: Minimizing Inequity with Delivery Performance Ratio Relaxation
    typeJournal Paper
    journal volume143
    journal issue9
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0001218
    treeJournal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 009
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian