contributor author | K. Blanckaert | |
contributor author | F. A. Buschman | |
contributor author | R. Schielen | |
contributor author | J. H. Wijbenga | |
date accessioned | 2017-05-08T20:46:00Z | |
date available | 2017-05-08T20:46:00Z | |
date copyright | February 2008 | |
date issued | 2008 | |
identifier other | %28asce%290733-9429%282008%29134%3A2%28184%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26440 | |
description abstract | Open-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 | |
publisher | American Society of Civil Engineers | |
title | Redistribution of Velocity and Bed-Shear Stress in Straight and Curved Open Channels by Means of a Bubble Screen: Laboratory Experiments | |
type | Journal Paper | |
journal volume | 134 | |
journal issue | 2 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(2008)134:2(184) | |
tree | Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002 | |
contenttype | Fulltext | |