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CFD Modelling of River Flow By Dr. D.R. Kaushal Associate Professor Department of Civil Engineering IIT Delhi. CFD Modeling of multiphase flows. CFD modeling consists of: Division of the domain into discrete control volumes using GAMBIT
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CFD Modelling of River Flow By Dr. D.R. Kaushal Associate Professor Department of Civil Engineering IIT Delhi
CFD Modeling of multiphase flows CFD modeling consists of: • Division of the domain into discrete control volumes using GAMBIT • Integration of the governing equations on the individual CV to construct algebraic equations for the discrete dependent variables using FLUENT • Linearization of the discretized equations and solution of the resultant equation system to yield updated values of the dependent variables using FLUENT
Modeling multiphase flows using CFD • 1. The Eulerian Model(Euler-Euler Approach) • The Eulerian model is the most complex of the multiphase models. • It solves a set of momentum and continuity equations for each phase. • Coupling is achieved through the pressure and interphase exchange coefficients. • Kaushal, D.R., Thinglas, T. and Tomita, Y., CFD modeling for pipeline flow of fine particles at high concentration, Int. J. of Multiphase Flow, Under Review, 2011. • (slurry flow of glass beads with mean diameter of 125mm for velocity up to 5m/s at volumetric concentrations of 30%, 40% and 50% for each velocity)
Modeling multiphase flows using CFD • 2. The Mixture Model(Euler-Euler Approach) • The mixture model is designed for two or more phases (fluid or particulate). • As in the Eulerian model, the phases are treated as interpenetrating continua. • The mixture model solves for the mixture momentum equation and prescribes relative velocities to describe the dispersed phases, hence applicable for medium concentrations up to 20% by volume. • Kaushal, D.R., Kumar, A. and Tomita, Y., Flow of mono-dispersed particles through horizontal bend, Int. J. of Multiphase Flow, Under Review, 2011. • Kaushal, D.R., Kumar, A. and Tomita, Y., Flow of bi-modal particles through horizontal bend, Int. J. of Multiphase Flow, Under Review, 2011. • (slurry flow of silica sand with mean diameter of 450 mm for velocity up to 3.6 m/s at volumetric concentrations of 4%, 9% and 17% for each velocity. Fly ash is added in different proportions for bi-modal slurry flow study.)
Modeling multiphase flows using CFD • 3. The Discrete Phase Model(Euler-Lagrange Approach) • The fluid phase is treated as a continuum by solving the time-averaged Navier-Stokes equations. • Dispersed phase is solved by tracking a large number of particles through the calculated flow field. The dispersed phase can exchange momentum, mass, and energy with the fluid phase. • A fundamental assumption made in this model is that the dispersed second phase occupies a low volume fraction (up to 10% by volume). • The particle trajectories are computed individually at specified intervals during the fluid phase calculation. • Kaushal, D.R., Thinglas, T. and Tomita, Y., Experimental Investigation on Optimization of Invert Trap Configuration for Solid Management, Powder Technology, Accepted.
Modeling multiphase flows using CFD • 4. The Volume of Fluid (VOF) model • The VOF model can model two or more immiscible fluids • The VOF formulation relies on the fact that two or more fluids (or phases) are not interpenetrating • VOF solves single set of momentum equations • VOF tracks the volume fraction of each of the fluids throughout the domain • VOF is widely used for open channel flows
Governing Equations of Discrete Phase Model (DPM) Reynolds-averaged Navier-Stokes equations representing transport equations for the mean flow velocities Source term in the momentum equation due to presence of the particulate phase and for each cell C Boussinesq hypothesis, relating the Reynolds stresses with the mean velocity gradients (Hinze, 1975)
RNG based k turbulence model Force balance on the particle in x- direction
Experimental Setup contd.. Pictorial View of Experimental Set-Up Sediment injector Channel Inlet Tank Invert Trap Collecting Tank Regulator Re-circulating Pipe Pump Video Clip Experimental Set-Up at Simulation Laboratory, Civil Engineering Department, IIT Delhi
Three-dimensional geometry for Configuration 5 used in CFD computations
Grid Generation using GAMBIT Cross-sectional mesh used in CFD
Fluid velocity vectors in m/s for slot size of 15 cm at flow rate of 9.95 l/s
CFD-based retention ratio for Sand1 particles for different slot sizes for Configuration4
Slurry pipeline transportation system Experimental Set-Up at Fluid Mechanics Laboratory, IIT Delhi
CFD based concentration profiles profile in slurry pipe bend
CFD simulation of Ganga river • The hydraulic characteristics of natural river flood plains are not well understood at present. This is due to the problems encountered in monitoring spatially distributed patterns of flow depths, velocity, turbulence characteristics etc. • For designing the flood protection strategies, it is very important for river engineers to accurately predict water levels that may be expected due to any flood discharge. • One of the consequences resulting from the more recently recognized hazards of climate change is the potential to increase the levels and occurrence of flooding worldwide. • Meandering channel flows being highly complicated are a matter of recent and continued research.
3D geometry is developed using (x,y,z) coordinates obtained from DEM • CFD based simulations are done on the basis of discharge data • Based on CFD analysis, meandering patterns are obtained • CFD results will be studied to suggest flood protection strategies and preventive measures for protecting banks from erosion
END…..…. THANK YOU