Three-dimensional modelling of flow in sharp open-channel bends with vanes
- 10 February 2011
- journal article
- research article
- Published by Taylor & Francis in Journal of Hydraulic Research
- Vol. 49 (1) , 64-72
Abstract
Flow around a sharp open-channel bend is highly three-dimensional (3D) due to the combined effects of secondary flow, a large free surface variation and flow separation along the inner wall. Continuous vanes often used in closed curved conduits to generate a more uniform downstream flow were tested in the open channel using a 3D finite-volume model with a Reynolds stress turbulence model and the volume of fluid method for free surface prediction. The velocity field, turbulent kinetic energy and the extent of the flow separation zone were successfully validated against laboratory measurements for the no-vane case. The 3D simulations for one-vane and three-vane configurations reveal that vertical vanes are effective to reduce the secondary flow intensity and flow separation along the inner wall. The energy loss for bends with vanes is further slightly reduced compared to the no-vane case. The three-vane configuration is particularly efficient at creating uniform downstream flow.Keywords
This publication has 43 references indexed in Scilit:
- A coupled volume-of-fluid and level set (VOSET) method for computing incompressible two-phase flowsInternational Journal of Heat and Mass Transfer, 2010
- Flow and bathymetry in sharp open‐channel bends: Experiments and predictionsWater Resources Research, 2008
- A 3D non-hydrostatic model to predict flow and sediment transport in loose-bed channel bendsJournal of Hydraulic Research, 2008
- Reynolds stress modelling of rectangular open-channel flowInternational Journal for Numerical Methods in Fluids, 2006
- Three‐dimensional flow modelling and sediment transport in the River KlarälvenEarth Surface Processes and Landforms, 2004
- Flow in meander bends with recirculation at the inner bankWater Resources Research, 2003
- Measurements and large eddy simulations of the flows in some curved flumesJournal of Turbulence, 2003
- Three-dimensional numerical model for open-ehannels with free-surfaee variationsJournal of Hydraulic Research, 2000
- On Turbulent Flows Dominated by Curvature EffectsJournal of Fluids Engineering, 1992
- Calculation of flow and pollutant dispersion in meandering channelsJournal of Fluid Mechanics, 1986