simulation of disperse particle-laden gas flows with with ......particle dispersion overpredicted in...
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Franziska Greifzu, Rüdiger SchwarzeInstitute of Mechanics and Fluid DynamicsChair for Numerical Modeling of Granular FlowsLampadiusstraße 409599 Freiberg
Simulation of Disperse Particle-LadenGas Flows with with OpenFOAM andANSYS FLUENT
10th September 2015
Halle (Saale)
Motivation
Simulations for engineering application in processing plant:
Analysis of flow structure in static and dynamic air classifier
CFD simulation of particle-laden flow considering particle-fluid andparticle-particle interaction
Derive feasible simplifications of CFD model
→ Validation of models with simple test cases→ Comparison of CFD packages
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 1
Model equations
Averaged conservation equations for incompressible, isothermal andturbulent flow of Newtonian fluid:
∇ · u = 0 (1)∂u
∂t+ % (u · ∇) u = −∇p+ η∆u−∇ · τRS + f
W(2)
with: τRS =(% u′u′
)(3)
Force balance in Lagrangian framework:
dxPdt
= uP (4)
mPduPdt
= FD + FB + FG (5)
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 2
Model equations
Drag force:
FD =3
4
%
%P
mP
dP· CD (u− uP) |u− uP| (6)
Implementation of drag coefficient CD in CFD programs:
ANSYS FLUENTMorsi and Alexander1
CD = a1 +a2ReP
+a3Re2P
(7)
OpenFOAMEmpirical relation
CD =
{24ReP
(1 + 1
6Re2/3P
);ReP ≤ 1000
0.424 ;ReP ≥ 1000(8)
1Morsi1972.
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 3
Model equationsCoupling
Classification of coupling schemes and interaction between disperse andcontinuous phase according to Elghobashi2:
×10-1
×100
×101
×102
×103
×104
×105
×106
×10-8
×10-6
×10-4
×10-2
×100×10
-3
×10-2
×10-1
×100
×101
×102
×103
×104
τP /
τK
τP /
τe
αP
①
②
③
④
¬::®:¯:
One-way coupling fW
= 0
Two-way coupling, particles enhance turbulence productionTwo-way coupling, particles enhance turbulence dissipationFour-way coupling
fW6= 0
2Elghobashi1994.
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 4
Test case backward facing stepDescription
Geometry according to Fessler and Eaton3
Channel flow BFS flow
Channel height h 40 mm Step height H 26.7 mmChannel width w 457 mm w/H 17:1
h/H 5:3
3Fessler1999.
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 5
Test case backward facing stepApplied meshes
Mesh A Mesh D
Name Dimension Cells in z-direction BC front and back
A 2D 0 -B 3D 1 emptyC 3D 1 symmetryD 3D 10 symmetry
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 6
Test case backward facing stepSetup
RANS and URANS
k-ω-SST turbulence model
isothermal
1- and 2-way coupling
Continuous phase
Inlet profile with uavg = (9.39 0 0)m/s
Ux,0 = 10.5m/sk = 0.45m2/s2
ω = 2800 1/sOutlet p = 0PaWall u = (0 0 0)m/s
Disperse phase
Particle diameter dP = 70µmParticle density %P = 8800 kg/m3
Particle mass flow rate mP = 1.58 · 10−5 kg/sInjection velocity uP,avg = (10.5 0 0)T m/s
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 7
Test case backward facing stepFluid flow
00.5
11.5
22.5
3
-2 0 2 4 6 8 10 12 14
y/H
2ux/U0 + x/H
00.5
11.5
22.5
3
-2 0 2 4 6 8 10 12 14
y/H
10u′/U0 + x/H
Fluent OpenFOAM Experiment
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 8
Test case backward facing stepDisperse phase
1-waycoupling
2-waycoupling
0
0.5
1
1.5
2
2.5
-2 0 2 4 6 8 10 12 14
y/H
2 · uP,x/U0 + x/H
0
0.5
1
1.5
2
2.5
-2 0 2 4 6 8 10 12 14
y/H
2 · uP,x/U0 + x/H
AF Mesh C
AF Mesh A
OF Mesh C
OF Mesh B
Experiment
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 9
Test case backward facing stepDisperse phase
1-waycoupling
2-waycoupling
0
0.5
1
1.5
2
2.5
-2 0 2 4 6 8 10 12 14
y/H
2 · uP,x/U0 + x/H
0
0.5
1
1.5
2
2.5
-2 0 2 4 6 8 10 12 14
y/H
2 · uP,x/U0 + x/H
AF Mesh D OF Mesh D Experiment
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 10
Test case confined bluff bodyDescription
Geometry according to Borée et al.4
4Boree1999.
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 11
Test case confined bluff bodySetup
URANS
Standard k-ε turbulence model
isothermal, incompressible
2-way coupling
Continuous phase
Central jet inflow uj,avg = (0 0 3.01)m/s
Uz,j = 3.4m/sAnnular jet inflow ua,avg = (0 0 5.36)m/s
Outlet p = 0PaWall u = (0 0 0)m/s
Disperse phase
Particle diameter dP = 63µmParticle density %P = 2470 kg/m3
Particle mass flow rate mP = 2.78 · 10−4 kg/sInjection velocity uP,avg = (4.08 0 0)m/s
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 12
Test case backward facing stepFluid flow
-0.5
0
0.5
1
1.5
0 5 10 15 20 25 30 35 40
uz/U
j
z/Rj
ANSYS FLUENT OpenFOAM Experiment
0
0.02
0.04
0.06
0.08
0.1
0.12
0.14
0 10 20 30 40 50
r
3 ∗ uz/Uj + z/Rj
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 13
Test case backward facing stepDisperse phase
0
0.02
0.04
0.06
0.08
0.1
0.12
0.14
-5 0 5 10 15 20 25 30 35 40 45 50
r
3 · uP,z/Uz,j + z/Rj
ANSYS FLUENT OpenFOAM Experiment
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 14
Conclusion
Good agreement of numerically modeled flow fieldsDisperse phase simulation results fit experimental data - differences inshear layers
Particle dispersion underpredicted in ANSYS FLUENTParticle dispersion overpredicted in OpenFOAM
Minor influence of coupling scheme due to low volume loadings
Incorrect computation of particle motion in ANSYS FLUENT 2-D model:neglect of three-dimensional character of turbulence
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 15
Thanks for your Attention.
10th September 2015 Greifzu, Schwarze IMFDTU Bergakademie Freiberg 16