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)

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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)

η∗(α, a) λ∗(α, a)

Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza

Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza

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

Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza

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)

m1/m2 = 2

m1/m2 = 1/2

Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza

Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza

Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza

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

THANKS FOR YOUR ATTENTION !!

Granular and active fluids, 12-15 September, 2011, ZCAM, Zaragoza