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    Debris Flow Drainage Channel with Energy Dissipation Structures: Experimental Study and Engineering Application

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 010
    Author:
    Chen Jiangang;Chen Xiaoqing;Zhao Wanyu;You Yong
    DOI: 10.1061/(ASCE)HY.1943-7900.0001523
    Publisher: American Society of Civil Engineers
    Abstract: Experimental analyses and prototype observations of a debris flow drainage channel with energy dissipation structures were performed in this study. On the basis of 16 groups of experiments, a simple empirical relationship was proposed to determine the roughness coefficient of an energy dissipation structure section in a drainage channel. The experimental results suggest that the comprehensive roughness coefficient gradually increases with increases in the area of the energy dissipation structure section. Meanwhile, the comprehensive roughness coefficient gradually approaches the roughness coefficient of the smooth channel as the area of the energy dissipation structure section decreases to less than 1% of the channel area. Moreover, the debris flow velocity measured in the prototype drainage channel validated the effectiveness of the empirical relationship. Therefore, this calculation method is beneficial in optimizing the design of drainage channels with energy dissipation structures.
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      Debris Flow Drainage Channel with Energy Dissipation Structures: Experimental Study and Engineering Application

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4249689
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    contributor authorChen Jiangang;Chen Xiaoqing;Zhao Wanyu;You Yong
    date accessioned2019-02-26T07:49:50Z
    date available2019-02-26T07:49:50Z
    date issued2018
    identifier other%28ASCE%29HY.1943-7900.0001523.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249689
    description abstractExperimental analyses and prototype observations of a debris flow drainage channel with energy dissipation structures were performed in this study. On the basis of 16 groups of experiments, a simple empirical relationship was proposed to determine the roughness coefficient of an energy dissipation structure section in a drainage channel. The experimental results suggest that the comprehensive roughness coefficient gradually increases with increases in the area of the energy dissipation structure section. Meanwhile, the comprehensive roughness coefficient gradually approaches the roughness coefficient of the smooth channel as the area of the energy dissipation structure section decreases to less than 1% of the channel area. Moreover, the debris flow velocity measured in the prototype drainage channel validated the effectiveness of the empirical relationship. Therefore, this calculation method is beneficial in optimizing the design of drainage channels with energy dissipation structures.
    publisherAmerican Society of Civil Engineers
    titleDebris Flow Drainage Channel with Energy Dissipation Structures: Experimental Study and Engineering Application
    typeJournal Paper
    journal volume144
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001523
    page6018012
    treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 010
    contenttypeFulltext
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