Aggregation and Breakage of Nanoparticle Dispersions in...
Transcript of Aggregation and Breakage of Nanoparticle Dispersions in...
Aggregation and Breakage of Nanoparticle Dispersions in Heterogeneous Turbulent Flows
CFD in Chemical Reaction Engineering CFD in Chemical Reaction Engineering BargaBarga, Italy, June 2005, Italy, June 2005
M. SoosM. Soos, D. Marchisio*, J. Sefcik, M. Morbidelli, D. Marchisio*, J. Sefcik, M. MorbidelliSwiss Federal Institute of Technology ZSwiss Federal Institute of Technology Züürich, CHrich, CH
**PolitecnicoPolitecnico didi TorinoTorino , IT, IT
Coagulator types:Coagulator types:Stirred tankStirred tank
Couette deviceCouette devicePipePipe
Problem definition - coagulation process
AggregatesAggregates / Granules/ GranulesDispersion of stable Dispersion of stable primary particlesprimary particles
destabilizationdestabilization
10-7 10-6 10-5 10-4 10-3
[m]
Problem definition - coagulation process
Turbulent flowTo have good product quality:To have good product quality:•• appropriate morphologyappropriate morphology•• effective mixingeffective mixing
Stirred tank Taylor-Couette device
V = 1.3 L
V = 2.5 L
Particle/aggregate characterization technique
1
23
1 – Stirred vessel2 – Light scattering
instrument3 – Syringe pump
Focused Beam Reflectance Method
(LASENTEC)
Light Scattering(Malvern Mastersizer)
Probe of FBRM
Breakage
Aggregation
k-j
j
Bk kK N
Aggregation Rate
,Ai j i jK N N
Breakage Rate
j
i
k
k=i+j
Aggregation and Breakage kinetics
Assumption about daughter distribution function
( ) ( ) ( )
( ) ( ) ( ) ( )
( ) ( ) ( )
, ,1 1
; , ; , ; ,
1 ; , ; , d ; , ; , d2
; , d ; ,
i tti i i
A A
B B
n t n tu n t D
t x x x
K n t n t n t K n t
K b n t K n t
ξ
ξ ξ ξ ξ ξ
ξ ξξ
ξ ξξ
ξ ξ ξ ξ ξ ξ ξ
ξ ξ ξ ξ ξ
∞
′ ′ ′−
∞
′
∂ ∂⎡ ⎤∂ ∂⎡ ⎤+ − =⎢ ⎥⎣ ⎦∂ ∂ ∂ ∂⎣ ⎦
′ ′ ′ ′ ′− −
′ ′ ′+ −
∫ ∫
∫
x xx
x x x x
x x
Reynolds-averaged mass balance (“CFD & PBE”): (PBE mass based)
Aggregation source term
Breakage source term
There are several numerical approaches to solve this equation:
• Classes method• Method of moments*• Monte Carlo method…
Population Balance Equation
Only unknown are the values of aggregation and breakage kernels
b(ξ |ξ’) - Daughter distribution function of produced fragments
( )3 1/ 1/3, A = f fd dSA
pK G Rξ ξ α ξ ξ′ ′+
( )( ) 3 1/1 = f
PdBK P Gξ ξ
Aggregation and Breakage rate expressions (kernels)
1/ fd
p
RRξ ξ∝
Fractal scaling:
( )1OCC n Vξφ ξ∞
= ∫
Occupied volumefraction:
Breakage kernel:Aggregation kernel:
( )( )1 1 1 1,
2 13
f f f fd d d dBA Bk TKWξ ξ ξ ξ ξ ξ
µ− −
′ ′ ′= + +
, , ,A BA SAK K Kξ ξ ξ ξ ξ ξ′ ′ ′= +
( )2 1 1
12
1
fN dg i ii
Np i ii
R wR w
ξ
ξ
+
=
=
= ∑∑
wi – weights of quadrature app.ξi – abscissas of quadrature app.
Connection to light scattering
αA, P1, P3, df – from experiment or assume
G – either from experiment (difficult)or from CFD
12
G εν⎛ ⎞= ⎜ ⎟⎝ ⎠
0.5occφ ≅
gelation occurs
0 15 30 45 60
3
6
9
12
Fixed pivot QMOM N = 2 QMOM N = 3 QMOM N = 4 QMOM N = 5
τ = t G φ
⟨Rg⟩
/ R
p
100
104
108
1012
100 101 102 103100
104
108
1012
100 101 102 103
m(i) / m(1)
Num
ber
dens
ity (#
/ m
3 )
7.5 min 15 min
25 min 45 min
• Steady state is accurately modeled with two nodes (N = 2)
• For lower fractal dimensions (df ≤ 2) larger number of nodes (N = 4 - 5) needed to be used
Cluster mass distribution (CMD)
Solution of PBE - QMOM vs. fixed pivot method
quadrature approximation
( )0
1d
Nk k
k i ii
m n wξ ξ ξ ξ∞
=
= ≈∑∫
( ) ( ) ( )
( ) ( ),
1 1 =1 1
, , ,
1 2
k ki k t
i i i
N N N Nk kA k k B B ki j i j i j i j i i i i i i
i j i i
m t m tu m t D
t x x x
K w w K b w K wξ ξ ξ ξ ξ= = =
∂ ∂⎡ ⎤∂ ∂⎡ ⎤+ − =⎢ ⎥⎣ ⎦∂ ∂ ∂ ∂⎣ ⎦
⎡ ⎤+ − − + −⎢ ⎥⎣ ⎦∑∑ ∑ ∑
x xx
Weights wi and abscissas ξi calculated by PD algorithm
Quadrature Method Of Moments (QMOM)
0 5 10 15100
101
102
200 rpm 400 rpm 600 rpm 800 rpm
τ = t G φ
⟨Rg⟩
/ Rg,
p
Breakage is nonlinearly dependent on G
Estimation of model parameters from experiment
( )( ) 3 1/1 = f
PdBK P Gξ ξ
( )3 1/ 1/, A = f fd dAK Gξ ξ α ξ ξ′ ′+
Aggregation is linearly dependent on G
αA, df
P1 (G), P3
RP = 1.085 µmφ0 = 5 × 10-5
αA = 0.2df = 2.1
P1 = 1.551 × 1012 G 2.82
P3 = 4
Dimensionless form of PBE
10 0
1 0 0
( ) 1 ( ) ( ) ( ) ( )2
+ ( ) ( )
A Aijk ik
i j k ii j k i
B Bmk m k
m km k
Kd x Kx x x xd V G V G
K Kx xG G
τ τ τ τ ττ
τ τφ φ
∞
+ = =
∞
= +
= −
Γ−
∑ ∑
∑
0t Gτ φ=0
0
( )( ) ii
N Vx ττφ
=
Dynamics of the system – full CFD (TC)
G1 = G2 = Gi = ⟨G⟩
G1
G2
G1 ≠ G2 ≠ Gi ≠ ⟨G⟩
G1
G2
CFD model:• particle distribution heterogeneous• shear rate distribution heterogeneous
Homogeneous model:Homogeneous model:• particle distribution homogeneous• shear rate distribution heterogeneous
breakage kernels properly averaged over volume
Lumped model (often used in literature):Lumped model (often used in literature):• particle distribution homogeneous• shear rate is everywhere equal to the ⟨G⟩
2 2P PG G≠
Is the effect of spatial shear rate heterogeneity significant ?
Innerwall
Outerwall
Taylor-Couette apparatus, 2D simulation, RSM of turbulence
12
G εν⎛ ⎞= ⎜ ⎟⎝ ⎠
Dynamics of the system – full CFD (TC)
0 5 10 15 200
3
6
9
12
Lumped model CFD Homogeneous model
⟨Rg⟩
/ R
p
τ
φ0 = 5 × 10-5
φ0 = 5 × 10-5
⟨Rg⟩ / Rp
Assumption about particle distribution homogeneity is valid
Dynamics of the system – full CFD (TC)
0 5 10 15 200
3
6
9
12
Lumped model CFD Homogeneous model
⟨Rg⟩
/ R
p
τ
φ0 = 5 × 10-5
0 5 10 15 200
10
20
30
⟨Rg⟩
/ R
p
τ
φ0 = 1 × 10-3
φ0 = 5 × 10-5 φ0 = 1 × 10-3
⟨Rg⟩ / Rp
Assumption about particle distribution homogeneity is NOT
valid
Fluid element trajectories
Two examples of fluid element trajectories corresponding to the starting point from low and high
shear rate value8 12 16 200
200
400
600
3 6 9 12 15
G, s
-1
Time, s
Spatial shear rate distribution in the gap of Taylor-Couette
Innerwall
Outerwall
G = 110 s-1
Shear rate [1/s]
Fluid element tracking – Process timescales
Macro-mixing:
Aggregation / breakageat steady state:
( )1
; ,A A
g gK G R R Nτ =
( )1;
B BgK G R
τ =
τ M =
kε
12
G εν⎛ ⎞= ⎜ ⎟⎝ ⎠
k, εCFD
τA, τB >> τM
Homogeneous model:• particle distribution homogeneous• aggregation / breakage kernels properly
averaged over volume
( ), ,1 dVA A
V
K K GVξ ξ ξ ξ′ ′= ∫ ( )1 dVB B
V
K K GVξ ξ= ∫
8 12 16 200
15
30
45
3 6 9 12 15
⟨Rg⟩
/ R
p
Time, s
8 12 16 200
200
400
600
3 6 9 12 15
G, s
-1
Time, s
Shear rate history
Calculation starts from the steady state distribution
corresponding to the starting point of shear rate
φS = 5 x 10-5
Fluid element tracking – Process timescales
τA, τB << τM
Equilibrium model:• particle distribution relaxes
immediately to steady state according to local shear rate
8 12 16 200
100
200
300
3 6 9 12 15Time, s
⟨Rg⟩
/ R
p
8 12 16 200
200
400
600
3 6 9 12 15
G, s
-1
Time, s
Shear rate history
Calculation starts from the steady state distribution
corresponding to the starting point of shear rate
Macro-mixing:
Aggregation / breakageat steady state:
( )1
; ,A A
g gK G R R Nτ =
( )1;
B BgK G R
τ =
τ M =
kε
12
G εν⎛ ⎞= ⎜ ⎟⎝ ⎠
k, εCFD
φS = 1 x 10-2
Analysis of timescales – Conclusion
0
20
40
60
80
100 Lumped model Homogeneous model CFD model Equilibrium model
⟨Rg⟩
/ R
p
max
min
1.1g
g
R
R≈
0.1OCCφ ≈
10-4 10-3 10-210-3
10-2
10-1
100
101
102
103
times
cale
s, s
φS
τM
τA,B
Hom
ogen
eous
mod
elH
omog
eneo
us m
odel
Cou
pled
CFD
& P
BE
Cou
pled
CFD
& P
BE
mod
el a
ppro
pria
tem
odel
app
ropr
iate
Nee
d fu
ll C
FD &
PB
EN
eed
full
CFD
& P
BE
w/ m
icro
mix
ing
mod
el
w/ m
icro
mix
ing
mod
el
& m
ultip
hase
flow
& m
ultip
hase
flow
(τA < τB for this system)
Note: region of validity of homogeneous model in stirred tank is shifted to left compare to TC
• Based on timescales analysis it is possible to decide which model is appropriate for certain conditions
• At low volume fraction (< 4 × 10-4) CFD model can by efficiently replaced by homogeneous model
• Kinetic parameters obtained from lumped model are not applicable for different vessel geometry – significant effect of shear rate heterogeneity
• CFD + PBE need to be used already for rather mild solid volume fractions
Note: occupied volume fraction can be used to check significance of viscosity on flow field