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    Kinematic Wave Parameters for Trapezoidal and Rectangular Channels

    Source: Journal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 002
    Author:
    Tommy S. Wong
    ,
    M. C. Zhou
    DOI: 10.1061/(ASCE)1084-0699(2006)11:2(173)
    Publisher: American Society of Civil Engineers
    Abstract: Essential to the application of the kinematic wave theory to open channel flow is the kinematic wave parameters which relate the discharge to the flow area in the channel. Earlier works have developed the kinematic wave parameters for a variety of channel shapes, but none for the trapezoidal channel. This paper unveils the kinematic wave parameters for four channel types: (1) trapezoidal channel with unequal side slopes; (2) trapezoidal channel with equal side slopes; (3) trapezoidal channel with one side vertical; and (4) rectangular channel. However, in the application of these parameters, all of them require the determination of flow area which is quite troublesome as the expression is not explicit. For the purpose of developing explicit analytical solutions, for channel types (2) and (3), it is shown that they can be approximated by a wide and a deep trapezoidal channels. For channel type (4), it can be approximated by a wide rectangular, a square and a deep rectangular channel. Further, for cases where the above approximations are not appropriate, alternative kinematic wave parameters have been established by mathematical fitting. The limits of applicability for all these approximations, and the maximum differences in discharge between the approximations and the “true” values have also been determined.
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      Kinematic Wave Parameters for Trapezoidal and Rectangular Channels

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    https://yetl.yabesh.ir/yetl1/handle/yetl/49927
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    contributor authorTommy S. Wong
    contributor authorM. C. Zhou
    date accessioned2017-05-08T21:23:56Z
    date available2017-05-08T21:23:56Z
    date copyrightMarch 2006
    date issued2006
    identifier other%28asce%291084-0699%282006%2911%3A2%28173%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49927
    description abstractEssential to the application of the kinematic wave theory to open channel flow is the kinematic wave parameters which relate the discharge to the flow area in the channel. Earlier works have developed the kinematic wave parameters for a variety of channel shapes, but none for the trapezoidal channel. This paper unveils the kinematic wave parameters for four channel types: (1) trapezoidal channel with unequal side slopes; (2) trapezoidal channel with equal side slopes; (3) trapezoidal channel with one side vertical; and (4) rectangular channel. However, in the application of these parameters, all of them require the determination of flow area which is quite troublesome as the expression is not explicit. For the purpose of developing explicit analytical solutions, for channel types (2) and (3), it is shown that they can be approximated by a wide and a deep trapezoidal channels. For channel type (4), it can be approximated by a wide rectangular, a square and a deep rectangular channel. Further, for cases where the above approximations are not appropriate, alternative kinematic wave parameters have been established by mathematical fitting. The limits of applicability for all these approximations, and the maximum differences in discharge between the approximations and the “true” values have also been determined.
    publisherAmerican Society of Civil Engineers
    titleKinematic Wave Parameters for Trapezoidal and Rectangular Channels
    typeJournal Paper
    journal volume11
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2006)11:2(173)
    treeJournal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 002
    contenttypeFulltext
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