ID 112201
Author
Moncho-Esteve, Ignacio J. Universitat Politècnica de València
Palau-Salvador, Guillermo Universitat Politècnica de València
García-Villalba, Manuel Universidad Carlos III de Madrid
Shiono, Koji Loughborough University
Keywords
Turbulence
Flow structure
Large eddy simulation
Meander
Flooding
Content Type
Journal Article
Description
In this study, we report large eddy simulations of turbulent flow in a periodic compound meandering channel for three different depth conditions: one in-bank and two overbank conditions. The flow configuration corresponds to the experiments of Shiono and Muto (1998). The predicted mean streamwise velocities, mean secondary motions, velocity fluctuations, turbulent kinetic energy as well as mean flood flow angle to meandering channel are in good agreement with the experimental measurements. We have analyzed the flow structure as a function of the inundation level, with particular emphasis on the development of the secondary motions due to the interaction between the main channel and the floodplain flow. Bed shear stresses have been also estimated in the simulations. Floodplain flow has a significant impact on the flow structure leading to significantly different bed shear stress patterns within the main meandering channel. The implications of these results for natural compound meandering channels are also discussed.
Journal Title
Advances in Water Resources
ISSN
03091708
NCID
AA00045525
AA11522386
Publisher
Elsevier
Volume
116
Start Page
95
End Page
116
Published Date
2018-03-21
Remark
論文本文は2020-03-21以降公開予定。
Rights
© 2018. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/
EDB ID
DOI (Published Version)
URL ( Publisher's Version )
language
eng
TextVersion
その他
departments
Science and Technology