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    Design of Rectangular Open‐Channel Expansion Transitions

    Source: Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author:
    Prabhata K. Swamee
    ,
    Bharat C. Basak
    DOI: 10.1061/(ASCE)0733-9437(1991)117:6(827)
    Publisher: American Society of Civil Engineers
    Abstract: Transitions form a vital link in the canals constructed for irrigation and power‐generation purposes. As expansive transitions involve considerable head loss, any reduction of head loss will mean more power generation at the downstream end for power channels and increase in command area for irrigation canals. Furthermore, the minimum head loss design will increase the life of the transition structure. The design methods in vogue are arbitrary with no attention paid to minimizing the energy loss. Based on optimal control theory, a methodology has been presented for optimal design of a rectangular subcritical expansive transition. Analyzing a large number of optimal profiles, an equation for the design of rectangular transitions is presented.
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      Design of Rectangular Open‐Channel Expansion Transitions

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    contributor authorPrabhata K. Swamee
    contributor authorBharat C. Basak
    date accessioned2017-05-08T20:47:29Z
    date available2017-05-08T20:47:29Z
    date copyrightNovember 1991
    date issued1991
    identifier other%28asce%290733-9437%281991%29117%3A6%28827%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27278
    description abstractTransitions form a vital link in the canals constructed for irrigation and power‐generation purposes. As expansive transitions involve considerable head loss, any reduction of head loss will mean more power generation at the downstream end for power channels and increase in command area for irrigation canals. Furthermore, the minimum head loss design will increase the life of the transition structure. The design methods in vogue are arbitrary with no attention paid to minimizing the energy loss. Based on optimal control theory, a methodology has been presented for optimal design of a rectangular subcritical expansive transition. Analyzing a large number of optimal profiles, an equation for the design of rectangular transitions is presented.
    publisherAmerican Society of Civil Engineers
    titleDesign of Rectangular Open‐Channel Expansion Transitions
    typeJournal Paper
    journal volume117
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1991)117:6(827)
    treeJournal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 006
    contenttypeFulltext
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