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Secondary Atomisation in Disturbed Flow Fields. Simulation of droplet flow in dense sprays. Frank Bierbrauer and Tim Phillips Cardiff University, UK. Initial stages of spray Break-up. Spray break-up: Liquid sheet → ligaments → droplets
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Secondary Atomisation in Disturbed Flow Fields Simulation of droplet flow in dense sprays Frank Bierbrauer and Tim Phillips Cardiff University, UK
Initial stages of spray Break-up • Spray break-up: Liquid sheet → ligaments → droplets • Dispersed Phase: individual droplets of varying size and shape
Droplet break-up within the dispersed phase • Aerodynamic break-up: relative velocity enough to fragment the droplet through Rayleigh-Taylor and Kelvin-Helmholtz instabilities • Collision induced break-up: droplets may coalesce/merge and/or cause further disruption of the droplets
Single Droplet Break-Up regimes Vibrational: WeG ≤ 12 Bag: 12 < WeG ≤ 50 Bag/stamen: 50 < WeG ≤ 100 Sheet stripping: 100 < WeG ≤ 350 Catastrophic: WeG > 350 With the gas Weber number: Bag break-up
Break-up in dense sprays In the case of dense sprays neighbouring droplets may influence each other through • Collision, coalescence • The gas phase can gain significant momentum from the droplets causing a disturbance within the gas which can effect other nearby droplets • This gives rise to gas-phase turbulence and turbulent eddies which can collide with other droplets and cause break-up (T.G. Theofanus, G.J. Li, T.N. Linh, C.-H. Chang, J.Fluid Mech., 593 (2007), 131-170)
Characteristic scales • Characteristic parameters for the droplet (d) and the ambient gas (g) • Dd = 0.0049 m, rd = 1000 kg/m3, md = 0.001 kg/ms, sgd = 0.072 N/m, rg = 1 kg/m3, mg = 1×10-5kg/ms • Low speed inflow:Ui= 10 m/s, WeG = 7 • High speed inflow:Ui= 30 m/s, WeG = 62
Numerical model • Multiphase flow: One-Field model • Solution Type: Eulerian-Lagrangian, mesh-particle method • Incompressibility: Godunov projection method • Interface Tracking Algorithm: Marker-Particle Method (F. Bierbrauer, S.-P. Zhu, Comput. Fluids, 36 (2007), 1199-1212, F. Bierbrauer, T.N. Phillips, Int. J. Numer. Fluids, 56 (2008), 1155-1160)
Marker-Particle Tracking • Initial particle configuration (e.g. 4 particles per cell) • Allocation of fluid colour C within a computational cell containing two fluid phases: 1 and 2. Two sets of marker particles are required, one for each fluid involved • Use Lagrangian tracking of particles by solving dxp/dt = up where up is a particle velocity interpolated from nearby grid velocities • Interpolate particle colour data back to grid • Particles permanently maintain fluid identity throughout the simulation
Droplet test configurations • Single configuration • Shielded configuration • Diagonal configuration
WeG = 7 Series B Lx/Dd = 2 Series A
WeG = 7 Series C Lx/Dd = 2, Ly/Dd = 1 Series C Lx/Dd = 2, Ly/Dd = 1 Series A
WeG = 62 Series B Lx/Dd = 2 Series B Lx/Dd = 2 Series A
WeG = 62 Series C Lx/Dd = 2, Ly/Dd = 1 Series C Lx/Dd = 2, Ly/Dd = 1 Series A
Conclusions • Significant difference between the results of Series A and B-C • Series A • Break-up proceeds through a downstream filament which also breaks up followed by two internal vortices creating a concavity inside the droplet on the downstream side • Series B • Downstream droplet is sheltered by the upstream droplet • The downstream droplet is severely deformed by the filament ejected from the upstream droplet • Series C • filament generated by the upstream droplet is oscillatory interfering with the break-up of the downstream droplet • Stronger downstream filaments generated by the We = 62 case
Future Work • The current work is only a qualitative study of the effect of neighbouring droplets on break-up behaviour. This involves • Disturbed flow fields: flow past single or multiple droplets disturb the initial flow field • Direct Influence: the break-up of one droplet directly effects another neighbouring droplet • Future work will involve a detailed quantitative study taking into account, for example: • The initiation time of break-up and how this changes from one droplet to two neighbouring droplets • How the stress generated by a neighbouring droplet changes the stability at the interface of the neighbour • How these characteristics depend on orientation, distance and droplet size • Further improvements are required for the implementation of proper outflow boundary conditions