Aggregation and fragmentation dynamics for a mixture of two types of inertial particles in a turbulent flow Ksenia Guseva Ulrike Feudel ICBM, University of Oldenburg May 2012 M ARINE AGGREGATES I M.W Silver Microaggregates: 100 − 500µm I Macroaggregates: > 500µm I Composed by: Algae, Cyanobacteria, Bacteria, inorganic and organic particles R ICH COMPOSITION OF MARINE AGGREGATES Dynamics of these aggregates is influenced by physical, chemical and biological processes inorganic material (e.g. sand) & organic material (e.g. algea) O BJECTIVES I How the aggregation-fragmentation dynamics is influenced by the densities of the particles involved. I I Aggregates of a single type aggregates of different types T HE EQUATIONS OF MOTION M AXEY-R ILEY EQUATIONS – I NERTIAL PARTICLES dXt = V dVt = 1 St (u − V) + βDt u X(t) — particle position I V(t) — particle velocity I Dt u = ∂ t u + u · ∇ u I u - synthetic turbulent flow I Dissipative range – Kraichnan energy 2 2 spectrum: E(k) ∼ k3 e−λ k 0.20 30 0.15 25 0.10 20 0.05 15 0.00 0.05 10 0.10 5 0 I 0.15 0 5 10 15 20 25 30 0.20 I I λ – correlation length τ – correlation time PARAMETERS M AXEY-R ILEY EQUATIONS dVt = dXt = V 1 St (u − V) + 3ρf β= . ρf + 2ρp βDt u St = r2 . 3βντ I ρp — particle density I r — particle radius I ρf — fluid density I I β < 1 — heavy particles ν — kinetic viscosity of the flow I β > 1 — light particles I τ — time scale of the flow I NTERACTING PARTICLES A GGREGATION AND F RAGMENTATION All aggregates are constituted of unbreakable unit particles. The number of unit particles in an aggregate is α. α i + α j → α i+j α i+j → α i + α j F RAGMENTATION C RITICAL SHEAR Particles break when the shear forces of the flow exceed the binding forces. ∂uj 1 ∂ui Scrit = γα−1/3 + Sij = 2 ∂Xj ∂Xi If Sflow (X) > Scrit → break. S = (2Sij Sji )1/2 0.8 L 102 0.7 0.5 10−2 10−1 100 101 0.4 10−1 0.3 0.2 10−2 0.1 10−3 −5 10 10−4 10−3 10−2 S/ hSi 10−1 100 101 0 0 x L S 100 0.6 y P (S)S 101 F RAGMENTATION F RAGMENTS SIZE Large-scale fragmentation — two similar fragments P(αnew) P(αnew) Erosion — shear forces act closer to the edges α I I Results in binary fragmentation Cascade of erosion processes α ← δf rag → C OLLISION RATES S EGREGATION → COLLISION RATES Heavy particles β < 1. Light particles β > 1. I Light particles segregate to the area with high vorticity. I Heavy particles are expelled from these areas. C OLLISION RATES Q( β 1 , β 2 ) M IXTURE OF UNIT PARTICLES WITH DENSITIES RATIOS β 1 Heavy particles β 1 and β 2 < 1. 0.6 β1 = 0.5 Q(β1 , β2 ) Q(β1 , β2 ) 0.7 β1 = 0.3 0.025 0.020 0.015 0.5 β1 = 1.7 β1 = 2 β1 = 2.2 β1 = 2.4 0.4 0.3 0.010 0.2 0.005 0.1 0.000 β1 Light particles β 1 and β 2 > 1. β1 = 0.1 0.030 AND 0.0 0.0 0.2 0.4 0.6 β2 0.8 1.0 1.6 1.8 2.0 β2 2.2 2.4 I Collision rates are much higher for light particles than for heavy particles. I The collision rates have a maximum for the equal particles. A GGREGATION AND F RAGMENTATION L IGHT PARTICLES γ = 1. 30 25 α 20 15 10 5 0 10−1 3τ 4τ 5τ time 6τ 7τ 8τ γ = 2. 10−3 300 10−4 250 200 10−6 10−7 100 α 10−5 γ=1 γ=2 γ=5 101 150 100 50 0 α 102 3τ 103 α Nα /N 10−2 4τ time 5τ 900 800 700 600 500 400 300 200 100 2τ 3τ 4τ 6τ 7τ time 8τ 9τ 10τ 11τ 6τ A GGREGATION AND F RAGMENTATION H EAVY PARTICLES 10−1 L 10−3 y Nα /N 10−2 10−4 γ=8 γ=9 γ = 10 10−5 0 50 0 100 α 150 200 0 x L A GGREGATION AND F RAGMENTATION H EAVY PARTICLES 100 β = 0.1 β = 0.5 1.95 10 1.90 −2 10−3 Nα /N 1.85 df β = 0.1 β = 0.5 β = 0.8 10−1 1.80 10−4 10−5 1.75 10−6 1.70 10−7 10−8 1.65 0.0 0.5 1.0 St 1.5 2.0 0 20 40 α St = 0.5 60 80 100 A GGREGATION AND F RAGMENTATION – M IXTURE M ODEL Fragmentation I I The unit particles of both types have the radius r I Consider homogeneous aggregate αnew1 = round αp1 αnew δ (αp1 + αp2 ) I αnew2 = αnew − αnew1 I δ is a random number from 0 to 1 A GGREGATION AND F RAGMENTATION H EAVY PARTICLES MIXTURE β = 0.1, St = 0.5 β = 0.9, St = 4.5 β = 0.9, β2 = 0.1 10−1 10−2 Nα /N 10−3 10−4 10−5 10−6 10−7 0 20 40 α 60 80 100 C ONCLUSIONS AND FUTURE WORK I The fluid particle density ratio β influences the collision rates between monomers. I The segregation of particles with distinct composition decreases with the growth of aggregate size. I Influence of the fluid properties on aggregation-fragmentation process
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