ABSTRACT
A set of shallow-water equations (SWEs) based on a Reynold stress model is established to simulate the turbulent flows over a complex roughness bed. The fundamental equations are discretized by the second-order finite-difference method (FDM), in which spatial and temporal discretization are conducted by staggered-grid and leap-frog schemes, respectively. The turbulent model in this study stems from the standard
model, but is enhanced by replacing the conventional vertical production with a more rigorous and precise generation derived from the energy spectrum and turbulence scales. To verify its effectiveness, the model is applied to compute the turbulence in complex flow surroundings (including a rough bed) in an abrupt bend and in a natural waterway. The comparison of the model results against experimental data and other numerical results shows the robustness and accuracy of the present model in describing hydrodynamic characteristics, especially turbulence features on the complex roughness bottom.
Acknowledgements
Dr. Xiekang Wang and Dr. Xianye Wang kindly provided the 3D experimental data in Section 3.1. The authors are also grateful to Dr. Luis Cea for the data in Section 3.2.
Disclosure statement
No potential conflict of interest was reported by the authors.
ORCID
Matteo Rubinato http://orcid.org/0000-0002-8446-4448
Ehsan Kazemi http://orcid.org/0000-0002-1780-1846
Jaan H. Pu http://orcid.org/0000-0002-3944-8801