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Numerical simulation of turbulent flows in trapezoidal meandering compound open channels
Authors:Hefang Jing  Chunguang Li  Yakun Guo  Weilin Xu
Affiliation:1. School of Civil Engineering, Ningxia University, Yinchuan 750021, People's Republic of China;2. Research Institute of Numerical Computation and Engineering Applications, North University for Nationalities, Yinchuan 750021, People's Republic of China;3. School of Engineering, University of Aberdeen, Aberdeen AB24 3UE, U.K.;4. State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, People's Republic of China
Abstract:Three‐dimensional (3D) numerical study is presented to investigate the turbulent flow in meandering compound open channels with trapezoidal cross‐sections. The flow simulation is carried out by solving the 3D Reynolds‐averaged continuity and Navier–Stokes equations with Reynolds stress equation model (RSM) for steady‐state flow. Finite volume method (FVM) is applied to numerically solve the governing equations of fluid flow. The velocity magnitude, tangential velocity, transverse velocity and Reynolds stresses are calculated for various flow conditions. Good agreement between the simulated and available laboratory measurements was obtained, indicating that the RSM can accurately predict the complicated flow phenomenon. Comparison of the calculated secondary currents of four cases (one being inbank flow and other three being overbank flow) with different water depths reveals that (i) the inbank flow exhibits different flow behaviors from that of the overbank flow does and (ii) the water depth has significant effects on the magnitude and direction of secondary currents. Copyright © 2010 John Wiley & Sons, Ltd.
Keywords:numerical simulation  Reynolds stress equation model  turbulent flow  open channel flow  secondary currents  meandering compound channel
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