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    Influence of Flow Width on Mean Velocity of Debris Flows in Wide Open Channel

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 001
    Author:
    Kaiheng Hu
    ,
    Mi Tian
    ,
    Yong Li
    DOI: 10.1061/(ASCE)HY.1943-7900.0000648
    Publisher: American Society of Civil Engineers
    Abstract: Debris flow in a wide open downstream channel has a significant transverse velocity component that strongly influences its mean longitudinal velocity. Investigation of observation data of debris-flow surges at Jiangjia Ravine in China shows the dependency of Manning resistance of debris flows on the ratio of flow width to depth. Regression fit reveals a power function relationship between the Manning resistance coefficient and the width-to-depth ratio. This derives a new formula of mean velocity incorporating the influence of flow width. The result indicates that the width-to-depth ratio can be viewed as a kind of shape roughness analogous to grain roughness in the Darcy-Weisbach resistance coefficient expression.
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      Influence of Flow Width on Mean Velocity of Debris Flows in Wide Open Channel

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    contributor authorKaiheng Hu
    contributor authorMi Tian
    contributor authorYong Li
    date accessioned2017-05-08T21:51:35Z
    date available2017-05-08T21:51:35Z
    date copyrightJanuary 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000677.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64511
    description abstractDebris flow in a wide open downstream channel has a significant transverse velocity component that strongly influences its mean longitudinal velocity. Investigation of observation data of debris-flow surges at Jiangjia Ravine in China shows the dependency of Manning resistance of debris flows on the ratio of flow width to depth. Regression fit reveals a power function relationship between the Manning resistance coefficient and the width-to-depth ratio. This derives a new formula of mean velocity incorporating the influence of flow width. The result indicates that the width-to-depth ratio can be viewed as a kind of shape roughness analogous to grain roughness in the Darcy-Weisbach resistance coefficient expression.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Flow Width on Mean Velocity of Debris Flows in Wide Open Channel
    typeJournal Paper
    journal volume139
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000648
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 001
    contenttypeFulltext
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