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    Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 011::page 04021041-1
    Author:
    M. Kramer
    ,
    S. Felder
    ,
    B. Hohermuth
    ,
    D. Valero
    DOI: 10.1061/(ASCE)HY.1943-7900.0001925
    Publisher: ASCE
    Abstract: Wall shear stress modification in self-aerated flows has been observed in boundary layer–type flows mainly in the form of drag reduction. Due to its complexity, drag reduction has predominantly been studied using experimental techniques and empirical analyses, whereas the development of conceptual approaches is limited. In this study, two-phase open-channel flow equations with variable density are revisited and bottom air concentration is identified as a key parameter for drag reduction in air-water flows. The application of this new theory to smooth and stepped chute flows is introduced, and implications for the determination of friction factors are discussed. A modified version of the Manning-Strickler formula is proposed to model friction factors across a wide range of roughness and bottom air concentration levels.
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      Drag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4272369
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    contributor authorM. Kramer
    contributor authorS. Felder
    contributor authorB. Hohermuth
    contributor authorD. Valero
    date accessioned2022-02-01T21:57:40Z
    date available2022-02-01T21:57:40Z
    date issued11/1/2021
    identifier other%28ASCE%29HY.1943-7900.0001925.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272369
    description abstractWall shear stress modification in self-aerated flows has been observed in boundary layer–type flows mainly in the form of drag reduction. Due to its complexity, drag reduction has predominantly been studied using experimental techniques and empirical analyses, whereas the development of conceptual approaches is limited. In this study, two-phase open-channel flow equations with variable density are revisited and bottom air concentration is identified as a key parameter for drag reduction in air-water flows. The application of this new theory to smooth and stepped chute flows is introduced, and implications for the determination of friction factors are discussed. A modified version of the Manning-Strickler formula is proposed to model friction factors across a wide range of roughness and bottom air concentration levels.
    publisherASCE
    titleDrag Reduction in Aerated Chute Flow: Role of Bottom Air Concentration
    typeJournal Paper
    journal volume147
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001925
    journal fristpage04021041-1
    journal lastpage04021041-11
    page11
    treeJournal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 011
    contenttypeFulltext
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