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    Momentum Transfer–Equivalent States Assumption of the Apparent Shear Stress in Compound Open-Channel Flow

    Source: Journal of Hydraulic Engineering:;2022:;Volume ( 148 ):;issue: 008::page 06022007
    Author:
    You Luo
    ,
    Senlin Zhu
    ,
    Rencong Yan
    ,
    Jiren Zhou
    ,
    Chenjuan Jiang
    DOI: 10.1061/(ASCE)HY.1943-7900.0001999
    Publisher: ASCE
    Abstract: The use of apparent shear stress at the interface between the adjacent subregions of a cross section to represent the effect of momentum transfer is a common method for the one-dimensional calculation of compound open-channel flow. The apparent shear stress of the dividing lines is affected by the compound geometry and boundary conditions. The expressions of the apparent shear stress established with previous studies are very different. Empirical treatment was proposed in this study to simplify the expressions based on a momentum transfer–equivalent states assumption, in which (1) the apparent shear stress was assumed to be the difference of the momentum transfer from two sides of a dividing line, and (2) two assumed equivalent states were employed to define the equivalent value of the momentum transfer. The apparent shear stress could be calculated based on the deviation of the momentum transfer from its equivalent value. The new expressions were used to calculate the discharges and the boundary shear force. Comparisons between the calculated results based on different methods and the measured data showed that the proposed method improved the calculation of the subregion boundary shear force and the discharges in the compound cross sections.
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      Momentum Transfer–Equivalent States Assumption of the Apparent Shear Stress in Compound Open-Channel Flow

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4287709
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    contributor authorYou Luo
    contributor authorSenlin Zhu
    contributor authorRencong Yan
    contributor authorJiren Zhou
    contributor authorChenjuan Jiang
    date accessioned2022-12-27T20:38:42Z
    date available2022-12-27T20:38:42Z
    date issued2022/08/01
    identifier other(ASCE)HY.1943-7900.0001999.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287709
    description abstractThe use of apparent shear stress at the interface between the adjacent subregions of a cross section to represent the effect of momentum transfer is a common method for the one-dimensional calculation of compound open-channel flow. The apparent shear stress of the dividing lines is affected by the compound geometry and boundary conditions. The expressions of the apparent shear stress established with previous studies are very different. Empirical treatment was proposed in this study to simplify the expressions based on a momentum transfer–equivalent states assumption, in which (1) the apparent shear stress was assumed to be the difference of the momentum transfer from two sides of a dividing line, and (2) two assumed equivalent states were employed to define the equivalent value of the momentum transfer. The apparent shear stress could be calculated based on the deviation of the momentum transfer from its equivalent value. The new expressions were used to calculate the discharges and the boundary shear force. Comparisons between the calculated results based on different methods and the measured data showed that the proposed method improved the calculation of the subregion boundary shear force and the discharges in the compound cross sections.
    publisherASCE
    titleMomentum Transfer–Equivalent States Assumption of the Apparent Shear Stress in Compound Open-Channel Flow
    typeJournal Article
    journal volume148
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001999
    journal fristpage06022007
    journal lastpage06022007_9
    page9
    treeJournal of Hydraulic Engineering:;2022:;Volume ( 148 ):;issue: 008
    contenttypeFulltext
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