Effect of Adverse Pressure Gradient and Different Vegetated Banks on Flow-Reference-Cited by-同舟云学术

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Effect of Adverse Pressure Gradient and Different Vegetated Banks on Flow

Published:2015-05-13 Issue:5 Volume:32 Page:1059-1070
ISSN:1535-1459
Container-title:River Research and Applications
language:en
Short-container-title:River Res. Applic.

Author:

Afzalimehr H.¹,Moradian M.¹,Gallichand J.²,Sui J.³

Affiliation:

1. Department of Water Engineering; Isfahan University of Technology; Isfahan Iran

2. Département des sols et de génie agroalimentaire; Université Laval; St-Foy Canada

3. Environmental Engineering; University of Northern British Colombia; Prince George Canada

Publisher

Wiley

Subject

General Environmental Science,Water Science and Technology,Environmental Chemistry

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/rra.2908/fullpdf

Reference23 articles.

1. Cobble-bed concentrations and vegetated banks effects on flow;Afzalimehr;Journal of Water Management,2014

2. Effects of accelerating and decelerating flows in a channel with vegetated banks and gravel bed;Afzalimehr;International Journal of Sediment Research,2012

3. Effect of flow non-uniformity on velocity and turbulence intensities in flow over a cobble bed;Afzalimehr;Journal of Hydrological Processes,2010

4. Influence of bank vegetation and gravel bed on velocity and Reynolds stress distributions;Afzalimehr;International Journal of Sediment Research,2009

5. Velocity distribution and shear velocity behavior of decelerating flow over a gravel-bed;Afzalimehr;Canadian Journal of Civil Engineering,1999

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