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    Effect of Floating Bridges on Open Channels’ Flow and Bed Morphology

    Source: Journal of Irrigation and Drainage Engineering:;2018:;Volume ( 144 ):;issue: 009
    Author:
    Helal Esam;Sobeih Mohamed;Ezz El-din M.
    DOI: 10.1061/(ASCE)IR.1943-4774.0001331
    Publisher: American Society of Civil Engineers
    Abstract: Floating bridges are permanent or temporary bridges supported by pontoons. This research was initiated to experimentally study the effect of floating bridges on flow characteristics and bed morphology. Two hundred and twenty-nine experiments were carried out and categorized into two main sets; the first was static with a constant submergence ratio, and the second was a dynamic set with varied submergence ratios. The experiments were conducted under different pontoon dimensions, flow depths, submergence ratios, and constant discharge. Empirical equations were developed to predict the scour parameters and the flow characteristics. The results revealed that the Froude number and submergence of the pontoon are the dominant parameters that affect the bed morphology and flow characteristics.
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      Effect of Floating Bridges on Open Channels’ Flow and Bed Morphology

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    contributor authorHelal Esam;Sobeih Mohamed;Ezz El-din M.
    date accessioned2019-02-26T07:45:22Z
    date available2019-02-26T07:45:22Z
    date issued2018
    identifier other%28ASCE%29IR.1943-4774.0001331.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249124
    description abstractFloating bridges are permanent or temporary bridges supported by pontoons. This research was initiated to experimentally study the effect of floating bridges on flow characteristics and bed morphology. Two hundred and twenty-nine experiments were carried out and categorized into two main sets; the first was static with a constant submergence ratio, and the second was a dynamic set with varied submergence ratios. The experiments were conducted under different pontoon dimensions, flow depths, submergence ratios, and constant discharge. Empirical equations were developed to predict the scour parameters and the flow characteristics. The results revealed that the Froude number and submergence of the pontoon are the dominant parameters that affect the bed morphology and flow characteristics.
    publisherAmerican Society of Civil Engineers
    titleEffect of Floating Bridges on Open Channels’ Flow and Bed Morphology
    typeJournal Paper
    journal volume144
    journal issue9
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0001331
    page4018026
    treeJournal of Irrigation and Drainage Engineering:;2018:;Volume ( 144 ):;issue: 009
    contenttypeFulltext
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