Large-Eddy Simulation of Compound Channels with Staged Floodplains: Flow Interactions and Turbulent Structures

Author:

Singh Prateek Kumar1ORCID,Tang Xiaonan2ORCID,Rahimi Hamidreza3

Affiliation:

1. Department of Building Environment and Energy Engineering, The Hong Kong Polytechnic University, Hong Kong, China

2. Department of Civil Engineering, Xi’an Jiaotong-Liverpool University, Suzhou 215123, China

3. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China

Abstract

Numerous sources of overtopping and flood events suggest different cross-sectional land characteristics of the river and urban river water systems. Multiple stages of floodplains in compound channels are viable in urban areas to facilitate bank slope stability and a higher discharge capacity for different flow rates. The complexity of the contiguous floodplains’ compound channel flows manifold with the interactive geometry and roughness of the surrounding floodplains. In the present study, a large-eddy simulation study is undertaken to investigate the turbulent structure of open channels with multiple-stage floodplains. The validation uses experimental data collected at individual contiguous multiple-stage floodplains for three depth ratios from shallow to deep flow regimes. The wall-modelled large eddy simulations were validated with the depth-averaged velocity, primary velocity and secondary currents. Furthermore, the impact of the multiple-stage floodplains on the instantaneous flow fields and large-scale vortical structures is predicted herein. It was found that vortical structures affect the distribution of the momentum exchange over multiple-stage floodplains.

Funder

National Natural Science Foundation of China

Publisher

MDPI AG

Subject

Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry

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4. Turbulence measurements in a shear layer region of a compound channel;Knight;J. Hydraul. Res.,1990

5. Peltier, Y. (2011). Physical Modelling of Overbank Flows with a Groyne Set on the Floodplain. [Ph.D. Thesis, Université Claude Bernard-Lyon I].

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