Abstract
Abstract
The fluid dynamics of open channel confluences are highly complex due to the flow separation, mixing and secondary currents. Although numerous studies in the past few decades have focused on the numerical simulation of confluence flow, deformed beds were rarely used. This study attempts to address this issue through numerical simulation of the flow behavior in an open channel confluence flume with an equilibrium degraded bed in OpenFOAM. In the present study, six turbulence models, including Reynolds-Averaged Navier-Stokes (RANS) (standard k–ε, realizable k–ε, k–ω SST, V2-f), large-eddy simulation (LES) and detached eddy simulation (DES) models were performed using rigid lid and volume of fluid (VoF) methods. The accuracy of the models was statistically analyzed by comparing with the observation data, and their performance was prioritized accordingly. The results of this study demonstrated that the LES model had the best performance, with a minimum average normalized mean square error (NRMSE) of 9% under the VoF assumption and 27% under the rigid lid method.
Publisher
Research Square Platform LLC
Reference45 articles.
1. The morphology of river channel confluences;Best JL;Prog Phys Geogr,1986
2. Best JL, Thesis PhD (1985) University of London, London, UK, London, UK,
3. Dynamics of flow at concordant gravel bed river confluences: Effects of junction angle and momentum flux ratio;Sukhodolov AN;J Geophys Res Earth Surf,2019
4. Dynamics of a river channel confluence with discordant beds: Flow turbulence, bed load sediment transport, and bed morphology;Boyer C,2006
5. Time-averaged flow structure in the central region of a stream confluence;Rhoads BL;Earth Surf Process Landf J Br Geomorphol Group,1998
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献