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contributor authorK. Blanckaert
contributor authorF. A. Buschman
contributor authorR. Schielen
contributor authorJ. H. Wijbenga
date accessioned2017-05-08T20:46:00Z
date available2017-05-08T20:46:00Z
date copyrightFebruary 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A2%28184%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26440
description abstractOpen-channel beds show variations in the transverse direction due to the interaction between downstream flow, cross-stream flow, and bed topography, which may reduce the navigable width or endanger the foundations of structures. The reported preliminary laboratory study shows that a bubble screen can generate cross-stream circulation that redistributes velocities and hence, would modify the topography. In straight flow, the bubble-generated cross-stream circulation cell covers a spanwise extent of about four times the water depth and has maximum transverse velocities of about
publisherAmerican Society of Civil Engineers
titleRedistribution of Velocity and Bed-Shear Stress in Straight and Curved Open Channels by Means of a Bubble Screen: Laboratory Experiments
typeJournal Paper
journal volume134
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:2(184)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
contenttypeFulltext


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