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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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