Study of Turbulence in Open Channels Using Two-Equation Models
Abstract
							 Prediction of the sediment transport in streams requires an accurate estimation of bed shear stress (for bed load) and eddy viscosity (for suspended load). In general, shallow water models employ empirical relationships to estimate the bottom shear stress. However, with the advancement of computing systems, the utilization of advanced turbulence models is getting common. In this paper, a number of model versions are reviewed based on their predictive abilities against the well-known bottom boundary layer properties in open channels and computational economy. Qualitative and quantitative comparisons have been made to infer that the choice of model versions should be based on the field application. For example, the bottom shear stress is very well predicted by the k-? model whereas the cross-stream velocity profile and turbulent kinetic energy are predicted more efficiently by k-? model versions. This study may be useful for researchers and practicing engineers in selecting a suitable two-equation model for calculating various bottom boundary layer properties.
						
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						Keywords
					
					Turbulence modelOpen channelBottom roughnessBed shear stressTurbulent flowk-e modelk-w model
						References
					
					 
							How to Cite
						
						Sana, A., Al-Rawas, G., Etri, T., & Al-Mamun, A. (2023). Study of Turbulence in Open Channels Using Two-Equation Models. Proceedings of the International Conference on Civil Infrastructure and Construction (CIC), 2023(1), 1333–1340. https://doi.org/10.29117/cic.2023.0165
						Issue
					
					
				
							Section
						
						
							Theme 4: Water, Environment, and Climate Change
						
					 
								 
						