Show simple item record

dc.contributor.authorHelal Esam;Sobeih Mohamed;Ezz El-din M.
dc.date.accessioned2019-02-26T07:45:22Z
dc.date.available2019-02-26T07:45:22Z
dc.date.issued2018
dc.identifier.other%28ASCE%29IR.1943-4774.0001331.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249124
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleEffect of Floating Bridges on Open Channels’ Flow and Bed Morphology
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue9
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/(ASCE)IR.1943-4774.0001331
dc.page4018026
dc.treeJournal of Irrigation and Drainage Engineering:;2018:;Volume ( 144 ):;issue: 009
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record