vicente garzó departamento de física universidad de ... · in collaboration with fran vega reyes...
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Vicente Garzó
Departamento de Física
Universidad de Extremadura (Spain)
NON-NEWTONIAN TRANSPORT PROPERTIES
IN GRANULAR COUETTE FLOWS
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
In collaboration with Fran Vega Reyes and Andrés Santos
(UEX, Spain)
1. Introduction
2. Boltzmann description of steady Couette flows
SUMMARY
3. Theoretical approaches: Grad’s moment
method and BGK-type kinetic model
4. Comparison with DSMC and MD
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
5. Impurity under steady Couette flow
6. Conclusions
“Smooth hard spheres
with inelastic collisions”
V12 · σ̂ = −αV∗12 · σ̂
INTRODUCTION
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Coefficient of normal restitution
0 < α ≤ 1
Inelastic collisions ∆E = −m
2(1− α2)(V12 · σ̂)2
· ̂ − · ̂
KINETIC DESCRIPTION
One-particle velocity distribution function
f(r,v, t)drdvAverage number of particles at
t located around r and
moving with v
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Boltzmann kinetic equation• Dilute gas (binary colisions)
•“Molecular chaos”
(∂t+ v · ∇) f(v) = J [v|f(t), f(t)]
J [v1|f, f] = σd−1∫dv2
∫dσ̂Θ(σ̂ · g)(σ̂ · g)
×[α−2f(r,v′1; t)f(r,v
′2; t)− f(r,v1; t)f(r,v2; t)
]
v′1 = v1 −1
2
(1+ α−1
)(σ̂ · g)σ̂
g = v1 − v2
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
v′1 = v1 −2
(1+ α−
)(σ̂ · g)σ̂
v′2 = v2+1
2
(1 + α−1
)(σ̂ · g)σ̂
Collision rules:
Differences with elastic BE: Presence of α−2 in gain term and
collision rules
Dtn+ n∇ ·U = 0
DtU+ ρ−1∇ · P = 0
DtT +2
dn(∇ · q+ P : ∇U) = −ζ T
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Pij (r, t) =∫
dv mVVf(v)
q(r, t) =∫
dvm
2V 2Vf(v)
“Normal”“Normal” or hydrodynamic solutionor hydrodynamic solution
•All the space and time dependence of vdf is given through its
dependence on the hydrodynamic fields
f(r,v, t) = f [v|n,U, T ]
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
• For small spatial gradients, this functional dependence can be
made local in space through an expansion in gradients of the
hydrodynamic fields (Chapman-Enskog method)
First order: Navier-Stokes (NS) equations
Pij = pδij − η
(∇iUj +∇jUi −
2
d∇ ·U
)
q = −λ∇T − µ∇n
Brey, Dufty, Kim, Santos, PRE 58, 4638 (1998)
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Brey, Dufty, Kim, Santos, PRE 58, 4638 (1998)
η = η0η∗NS(α), λ = λ0λ
∗NS(α), µ =
Tλ0n
µ∗NS(α)
η0, λ0 elastic Boltzmann coefficients
Ranges of interest of the physics of granular gases fall sometimes
beyond NS description
Example: Steady states due to the coupling between
inelasticity and spatial gradients. Large gradients
as the gas becomes more inelastic
In these states (large spatial gradients) , the hydrodynamic
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
In these states (large spatial gradients) , the hydrodynamic
description is still possible but with more complex
constitutive eqs. than that of NS
Extremely mathematical complex task!!
STEADY PLANAR COUETTE FLOW PROBLEM
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Hydrodynamic fields: Ux(y), n(y), T (y)
Hydrodynamic balance equations
∂yPxy = 0, ∂yPyy = 0
∂yqy = −d
2ζnT − Pxy∂yUx
Three independent hydrodynamic fields:{p(y), T (y), Ux(y)}
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Three independent hydrodynamic fields:{p(y), T (y), Ux(y)}
p = nT =1
dPii
Dimensionless local shear rate: a = ν−1∂yUx, ν ∝ n√T
Assumptions (to be consistently confirmed):
p = constant, a = constant
Pxy = −η0η∗(α, a)∂yUx, qy = −λ0λ∗(α, a)∂yT
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Scaling laws for the NS coefficients: η0, λ0 ∝ p/ν ∝√T
Generalized shear viscosity: η∗(α, a) = η∗NS(α)Generalized thermal conductivity: λ∗(α, a) = λ∗NS(α)
Since ζ ∝ n√T ∝ T−1/2, then the steady temperature equation is
(ν−1∂y
)2T = −2mγ(α, a)
γ =d− 1
λ∗−1(η∗a2 − d
ζ∗)
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
γ =−
d(d+2)λ∗−1
(η∗a2 −
2ζ∗)
Reduced cooling rate: ζ/ν ≡ ζ∗(α)Dimensionless quantity
Types of flows:
• If
γ > 0
Collisional cooling predominates over
viscous heating (granular)
• If
γ < 0
Viscous heating predominates over
collisional cooling (elastic, granular)
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
γ > 0• Ifcollisional cooling (elastic, granular)
• If γ = 0Viscous heating =collisional
cooling (elastic, granular)
(LTu class)
(∂yqy = 0)
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Each point represents a steady Couette flow state. The surface
defines the LTu class (Fourier flow for ordinary gases
and USF for granular gases as special cases)
Normal stress differences θx =Pxx
p, θy =
Pyy
p
θx+ θy+ (d− 2)θz = d, d ≥ 3
Directional temperatures with respect to the granular temperature
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Non-Newtonian coupling between shearing and thermal gradient
qx = λ0φ∗(α, a)∂yT
Cross coefficient. Generalization of a Burnett
transport coeficient
THEORETICAL APPROACHES
A. Grad’s moment method
To check the consistency of the hydrodynamic
profiles and the fluxes, one has to solve the BE
∂f
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
vy∂f
∂y= J[f, f ]
Truncated polynomial expansion for vdf
to solve the hierarchy of moment equations up to a given order
Retained moments {n,U, T, Pij − pδij,q
}
f → fM
{1+
m
2pT
[(Pij − pδij)ViVj +
4
d+2
m
nT2
(mV 2
2T− d+2
2
)V · q
]}
Local equilibrium V = v −U
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Local equilibrium
Grad’s moment method consistent with the above Couette solution.
Explicit expressions of all the rheological properties in terms
of the (reduced) shear rate and dissipation. Results apply for any
value of the thermal curvature parameter γ(α, a)
B. BGK-type kinetic model
vy∂f
∂y= −β(α)ν(f − fM) +
ζ
2
∂
∂v·Vf
J. J. Brey, J. W. Dufty, A. Santos, JSP 97, 281 (1999)
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Exact hydrodynamic solution of the kinetic model is consistent
with the above Couette flow description. Solution exists only for
γ(α, a) ≥ 0
J. J. Brey, J. W. Dufty, A. Santos, JSP 97, 281 (1999)
Tij, Tahiri, Montanero, VG, Santos, Dufty JSP 103, 1035 (2001)
SIMULATION METHODS
In order to assess the reliability of the theoretical results:
DSMC simulations of the BE and MD simulations
for a granular gas of hard spheres
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Two objectives: • to confirm the existence of Couette flows in
the bulk domain under strong dissipation
• to assess the theoretical predictions for the
generalized transport coefficients
I. γ > 0 Viscous heating dominates collisional cooling
(BGK-type results)
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Tij, Tahiri, Montanero, VG, Santos, Dufty JSP 103, 1035 (2001)
II. γ < 0 Collisional cooling dominates viscous heating
(Grad’s solution)
a2 ≃ 0.128 a2 ≃ 0.398
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
III. LTu flow class γ = 0Viscous heating exactly balances
collisional cooling
ν−1∂yUx = a(α) =√dζ∗(α)/2η∗(α) = const.
Theoretical and simulation results show
a manifold of steady states such that
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
(ν−1∂y)T = A = const.
Independent of α, i.e, temperature profiles only depend
on the boundary conditions for T
Implications:
1. Profiles T(Ux) are linear (“LTu” class)
2. Heat flux components are uniform.
Special cases of LTu
∂T
∂Ux=
A
a(α)= const.
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Special cases of LTu
• Elastic limit, a=0, conventional Fourier flow for ordinary gases (A = 0)
• USF is recovered for a granular gas in the limit A→ 0
Hydrodynamic profiles from DSMC data
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
a) ∆T = T+/T− − 1 = 5, α = 0.7
b) ∆T = 4, α = 1,0.7,0.5
F. Vega, A. Santos, VG, PRL 104, 028001 (2010)
α = 0.7
α = 0.5
Rheological properties
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
Triangles and squares: MD data, Rest of symbols: DSMC data,
for different values of thermal gradient. Solid lines: Grad’s theory.
dashed lines: BGK model
F. Vega, VG, A. Santos, PRE 83, 021302 (2011)
Heat flux
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
DSMC data
Open triangles: qx (α=0.7)
Filled triangles: - qy (α=0.9)
Squares: MD data, triangles: DSMC for
different values of A. Solid and dashed lines
(Grad’s theory). Dot-dashed and dotted lines
(BGK results)
IMPURITY UNDER COUETTE FLOW
Dynamics of an impurity in a dilute granular gas
under Couette flow
State of impurity is enslaved to that of the gas
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
U1 = U2, x1 =n1n2
= const., χ =T1T2
= const.
Analytical results: kinetic model
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
F. Vega, VG, A. Santos,
JSTAT P07005 (2011)
CONCLUDING REMARKS
• Computer simulations have confirmed the existence of
steady states in the bulk domain under strongly inelastic conditions
• Theoretical predictions from two approaches
(Grad’s method and BGK-type model) have been assessed for the
Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza
(Grad’s method and BGK-type model) have been assessed for the
generalized non-Newtonian transport coefficients
• Very good agreement between kinetic theory (Grad’s method) and
computer simulations, specially for the Ltu flows
• Existence of hydrodynamics beyond the NS domain for a
dilute granular gas