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Collective dynamics and patterns of rapid granular fluid and - - PowerPoint PPT Presentation

Collective dynamics and patterns of rapid granular fluid and amplitude equation Physics of Granular Flows YITP, Kyoto University, Japan June 24 - 6 July 2013 Priyanka Shukla 2 July 2013 Department of Mathematics and Statistics, IISER


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Department of Mathematics and Statistics, IISER Kolkata, Nadia, India

Collective dynamics and patterns

  • f rapid granular

fluid and amplitude equation

Physics of Granular Flows YITP, Kyoto University, Japan June 24 - 6 July 2013

Priyanka Shukla

2 July 2013

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Outline of Talk

  • Introduction: collective dynamics & patterns
  • Amplitude equation in granular fluid
  • Problem description: 3D Couette flow
  • Weakly nonlinear analysis: Amplitude Eqn.
  • Numerical methods
  • Results
  • Conclusions

Part 1 Part 2

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Introduction

When a system is driven by external forcing, it becomes unstable beyond some critical value of the control parameter Spatio-temporal instabilities arises Collective dynamics of unstable system, far from equilibrium, yields patterned states

(Cross & Hohenberg, Rev Mod Phys 1993)

Classification depending on external forcing Vibration Gravity Shear

Aranson & Tsimring, Rev Mod Phys. 2006

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Patterns in vibration driven granular matter

Top view of a submonolayer of grains on a vibrated plate

(Olafsen and Urbach, 1998)

Coexistence of dilute and dense region Phenomena *Clustering *Surface wave *Localized structure *Convection Freely cooling granular gas

(Goldhirsch and Zanetti, 1993)

Clustering Uniform configuration to

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Pattern for various values of frequency and acceleration: stripes, squares, hexagons, spiral, interfaces, and oscillons

(Umbanhower et al. 1996)

  • scillon

Surface wave Localized structure Uniform granular layer to surface wave and localized structure

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Convection

Convection

Leidenfrost

(Eshuis et al 2005) (Eshuis et al 2010)

Bouncing state (Hayakawa, Yue, & Hong, 1995) Density inversion (Khain & Meerson, 2003) Leidenfrost state (Eshuis et al 2010)

convection

Non-uniform Configuration

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Patterns in shear driven granular matter

Phenomena *Shearbanding *Segregation *Density wave *Clustering 3 .  

(Alam 2003)

8 .  

(Alam 2003)

05 .  

Tan & Goldhirsch 1997

Shearbanding Gradient Banding: Bands of different shear rates, along the gradient direction, coexist

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Fast particles (yellow) near the inner wall appear to move smoothly while the orange and red particles display more irregular and intermittent motion Circular Couette geometry Mueth et al. 2000

Shear-Banding in ‘Dense’ Granular Flow

(Savage & Sayed 1984; Mueth et.al. 2000 )

Shear-bands are narrow and localized near moving boundary. Vorticity Banding: Bands of different shear stress, along the vorticity direction, coexist

6 . , 05 .   e  Conway & Glasser, (2004)

Three bands

  • f

particles along the vorticity direction

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Clustering & Density wave Inelastic collisions

Conway & Glasser, (2004)

Fluctuations Generate regions of high density Instability Dense cluster, plug..

Reason

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Describe the slow modulation in space and time near the onset of instability Gives a qualitative insight of pattern formation

  • Growth of the perturbation about the spatially uniform state
  • Saturation of the growth by nonlinearity
  • Dispersion and effect of spatial distortions

Amplitude (order parameter) equation

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Order Parameter model for Granular patterns

Vibration

Patterns in vibrated bed can be predicted by the complex Ginzburg-Landau Eqn (‘çubic’)

(Tsimring and Aranson 1997, PRL)

Phenomena *Turbulance *Nonlinear Waves, *Phase transitions, *Superconductivity, *Superfluidity, etc.

Phenomenological model Complex Ginzburg-Landau Equation

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SLIDE 12

(Swinney 1996)

Generalized Swift-Hohenberg equation describes primary pattern forming bifurcation: square, strips and oscillons (Crawford and Riecke 1999)  

              

2 2 2 2 1 3 5 2 3 1 2 2

) ( ) .( ) ( ) ( 1                 b b N N R t

The magnitude of epsilon describes squares, strips, hexagons, oscillons, etc. patterns

(Thual and Fauve, J. Phys. 1988)

Localized pulse solution, amplitude surface

4 . , 3 . , 4 , 192 .

4 3 1

      c c c 

Generalized Swift Hohenberg Equation Subcritical Complex Ginzburg-Landau Equation (‘quintic’)

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Shukla P., Meer D. V ., Lohse D. & Alam M., 2013, Preprint

Leidenfrost State leads to convection via a supercritical bifurcation Nonlinear Stability Theory (supercritical) Particle Simulation

) 174 ( 52 , . 4 , 164 , 2 . 6      S

  • r

Hz f mm a L F

Stuart-Landau Equation Experiment

(Eshuis et al 2010) (Eshuis et al 2010)

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Shear

Complex Ginzburg-Landau (CGL) Equation

Slow evolution of the spatial structure of shearband using two dimensional CGL (Saitoh K. & Hayakawa H., 2011)

Stuart-Landau (‘order parameter’) Equation Instability Form of perturbation References

Shukla & Alam PRL 2009; Shukla & Alam, JFM, 2011a Shukla & Alam, JFM, 2011b Shukla & Alam, JFM, 2011b Shukla & Alam, JFM, 2013 Alam & Shukla, JFM, 2013

Unbounded domain Bounded domain

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SLIDE 15

Problem Description

Schematic diagram of 3D plane Couette flow

The plane Couette flow is unsable due to various stationary and travelling wave instabilities

Scaling: Gap between the walls, Average velcocity, and inverse of total shear rate

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Navier-Stokes Order Constitutive Model

Stress Tensor Granular Heat Flux

Balance Equations

Granular Hydrodynamic Equations

(Savage, Jenkins, Goldhirsch, …)

Dissipation term or sink of energy

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Uniform shear flow

  • Steady
  • Fully developed
  • Parallel
  • Unidirectional

No Slip & Zero heat flux B.C.

y y u f f const y T const y     ) ( ) ( ) ( . ) ( . ) (

5 2

  

Uniform Shear Solution Perturbation

X X X   '

 X

Uniform shear flow (USF) Base Flow ... ' '

3 2

      N N LX t X

Disturbance Eqns

' ' LX t X   

Linear problem

] 1 ; 1 [ ) ( ] 1 ; 1 [

X c LX 

Normal mode sol

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Weakly Nonlinear Analysis

Slow/ Active/ Unslaved Fast/ Passive/ Slaved Growing or neutrally stable Decaying mode Amplitudes are independently determined …dependent

Bounded System Unbounded System Discrete spectrum

Slow modes with positive, zero,

  • r slightly negative growth rates

Continuous spectrum

Slow modes: slowly varying envelope of fast varying patterns.

Amplitude

  • Eq. (ODE)

Envelope

  • Eq. (PDE)

Newell & Whitehead, 1969

Amplitude equation

Landau 1944, Stuart & Watson, 1960

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Near the onset, the amplitudes of the passive modes in the set ‘F’ quickly relax to a manifold, called the center manifold ‘F = F(S)’.

Derivation of Amplitude Equation

Notation: Slow mode: S ; Fast Mode: F Coordinate of ‘S’: amplitude of discrete modes of ‘S’ Amplitude Order Parameter (gives degree of order/disorder, and structure of the system) On center manifold, the amplitudes will evolve on a time scale proportional to inverse of linear growth rate.

Amplitude eqn.

Product of active amplitude Coefficient contains relevant information about the system

Easier to solve than original microscopic eqns.

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Separation of mode Center manifold Amplitude equation

Newell, Passot & Lega, Annu. Rev. Fluid Mech. 1993

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Separation of mode Center manifold Amplitude equation

Inner product with adjoint eigenfunction of the linear problem Separating the like-power terms in amplitude, Yields an amplitude eqn

Center Manifold Reduction

(Carr 1981; Shukla & Alam, PRL 2009)

Step 1 Step 2 Step 3

t c x k i

e E

) (

. 

First Landau Coeff

) 2 ( ) 2 ( ) 2 (

ib a c  

         

2

'

j j

N X L t

Disturbance Eqn Eigenvalue Stuart-Landau Equation

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SLIDE 22

All fast modes are determined algebraically as a balance between each linearly decaying fast mode and its regeneration by nonlinear interactions involving members of S.

Determination of Landau Coefficients

Enslaved Equation

represents all non-critical modes Regeneration of F mode by nonlinear interactions of members of S

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SLIDE 23

Amplitude Expansion Method

(Stuart & Watson 1960; Shukla & Alam, JFM 2010a ) : Real amplitude

A

Landau coefficient

] 1 [  n

c

 

  

 1/2

1/2 [1;1] 1/2 1/2 1n 1] [n

Ydy X Ydy G c

Solution Procedure:

, G X L

02 [0;2] 02

, G X L

22 [2;2] 22

[1;1] (0) [1;1] 11

X c X L 

13 [1;1] (2) [1;1] 13

G X c X L   

                         

(2) 2 (1) (0) (2) 2 (1) (0) 1 n] [k; (k) (k) θ k i ) k (

b A Ab b dt dA t dA dω ω t Θ t θ a A Aa a dt dA A (y) X A (y) X c.c. e A) , (y X X'

 

k (0) (0) kn kn k0 kn n} {k; m] [n m] [n kn 1] [n 1] [n 1] [n kn k1 [1;1] 1] [n n] [k; kn

L )I ikb (na L F ) δ /(1 E X ikb ma G ib a c G δ X c X L              

     

y y t A A t A t t z k x k t z x

z x

        ) ( ) ( ) , ( ) , ( ) , , , (     

Solvability Condition

Co-ordinate Transformation

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Equilibrium Amplitude and Bifurcation

2 ) 2 ( ) ( 3 ) 2 ( ) (

, A b b dt d A a A a dt dA     

) 2 ( ) (

, a a A A    

Cubic Solution

 dt dA

Real amplitude eqn. Phase eqn.

,

) 2 ( ) (

  a a

Supercritical Bifurcation

,

) 2 ( ) (

  a a

Subcritical Bifurcation

) (

 b

) (

 b

Pitchfork Hopf

 i

Ae Z 

Cubic Landau Eqn

Supercritical Subcritical

    

4 ) 4 ( 2 ) 2 ( ) (

| | | | Z Z c Z Z c Z c dt dZ

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Numerical Methods

Discretization Chebyshev spectral collocation method with staggered grid (Canuto et al, 1988; Alam & Nott 1998,

Shukla & Alam 2011b)

       M i

i

  cos

1 , , 2 1 cos

2 / 1

         

M i M i

i

  

Gauss Lobatto point Gauss point Physical grid to spectral grid

GL point to G point

Lagrange Interpolation Matrices

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Types of Matrix Problem

] 1 ; 1 [ ) ( ] 1 ; 1 [

X c LX 

22 ] 2 ; 2 [ 22

G X L 

02 ] 2 ; [ 02

G X L 

13 ] 1 ; 1 [ ) 2 ( ] 3 ; 1 [ 13

G X c X L  

Type 1 Type 2 Type 3

) (A O ) (

2

A O ) (

3

A O

Analytical solution exists! for shearbanding instability

(Shukla & Alam 2011a, Shukla & Alam 2013) Type 1 Generalized Eigenvalue problem Order one in amplitude QZ Algorithm Type 2 Inhomogeneous Equation Even order in amplitude Singular Value Decomposition Type 3 SL problem (Inhomogeneous equation with solvability condition) Odd order in amplitude Gauss-Chebyshev Quadrature & Singular Value Decomposition

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Results

Moderate density

8 . , 100 , 2 .    e H 

The Growth rates of both dominant SW & TW Instabilities reach maximum for 2D & decreases with increasing span-wise wave number at any value of stream-wise wave number

Instability Contours

55 . 

x

k

95 . 

x

k

x

k

Dominant ‘Stationary’ Peak Dominant ‘Travelling’ Peak

At moderate density, GPCF admits

  • Dominant stationary instabilities
  • Dominant travelling instabilities
  • Long wave instabilities

Originate mainly from 2D instabilities Effect of 3D perturbations

  • n nonlinear saturation of

these modes?

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579 . 

x

k

Mean-Flow Resonance

Dominant Stationary Wave (SW) Instabilities

02 ] 2 ; [ 02

G X L 

) , ( ) 2 (

02 1 ) ( 02 1 02 ] 2 ; [

     

  z x

k k L L G L a G L X

Streamwise vortical structures

z v y w

x

       ' ' Observation

  • Saddle Nodes
  • Closed Orbit
  • Star Nodes

(Sources & Sinks)

  • Imperfect Saddles

(near the wall)  x All fixed points are dynamically attached  x

1 

z

k

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SLIDE 29

*

x

*

z

y

2 /   x 4 / 3  x

(a)

4 /   x 2 /   x 4 / 3  x

(b)

4 /   x

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SLIDE 30

1 , 97 .  

z x

k k

Supercritical Hopf Bifurcation

2 2 2 ) ( z x e ph e ph

k k A b c c   

1 

z

k

Nonlinear TW solutions at larger span-wise wavenumber Observation For dominant SW & TW instabilities , the cross stream motion is dominated by saddle type motions with a streamwise vortex

Dominant Travelling Wave (TW) Instabilities

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Long Wave (LW) Instabilities

x

k

z

k

Effect of spanwise wavenumber on LW

5

10 4

 

x

k

Unstable

  • to Gradient Banding mode
  • to long-wave length 2D SW & TW

TW-LW

5

10 

x

k

SW-LW Supercritical Hopf Bifurcation

, 1   z kz

, 3 .   x kz

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SLIDE 32

Instabilities & Patterns in dense flows

005 . 

x

k

8 . , 50 , 4 .    e H 

Known to be unstable

  • to 2D perturbation for small range of

stream-wise wavenumber

  • Originated from Gradient Banding mode

) (

a

For kx~0 mode the growth rate is maximum for 2D perturbation

Supercritical Hopf Bifurcation

TW

Observation

  • Orientation &

structure of particle cluster originating from2D is differ from 3D

  • Saddle node type motion
  • patterns are differ from

previous LW

  • kz~0 origin: 2D
  • kz~moderate: origin 3D

Small kx ~0.001 also gives Supercritical & subcritical TW

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SLIDE 33

Purely 3D instability in dilute flows

S W

Linearly unstable to stream-wise perturbation Linearly Stable to 2D perturbation

SW TW

Modal evolution of SW instability with gives birth to new 3D TW instability

x

k

Originated from ‘pure span-wise’ perturbation 10 

z

k

Equilibrium solution does not exist for small values of kz (=< 0.5) Stationary Wave Instabilities (SW)

8 . , 100 , 05 .    e H 

Resposible for vorticity banding Supercritical Pitchfork Bifurcation

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Travelling Wave (TW) Instabilities Supercritical Hopf Subcritical Hopf

273 . 1 

z

k

1 . 

x

k

2 . 

z

k 12 

z

k

Large scale vortices

Particle clusters are oriented at some oblique angle Particle clusters are oriented horizontally along z-direction

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SLIDE 35

Subcritical TW patterns

Observation

Vortices are located around the local density maxima Temperature pattern shows that vortices are born near the local minima of kinetic pressure

3 . 1 , . 1  

z x

k k

Correlation of a vortex core with a low-pressure region in classical fluid

Connection !

Vortices repeat along the periodic z-direction; forming an array of vortices with saddle between them

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SLIDE 36

Anomalous 2D instability

50 , 01 .   H 

05 .

0 

99 .  e

SW

8 .  e

SW

Maximum growth rate occurs for kx=0

Instability survives at kz~0 in the quasi-elastic limit Origin must be 2D (kz =0 ) perturbations Observation 2D instability vanishes for large dissipation implies anomalous dependence on inelasticity

Supercritical

. 1 , 35 .  

z x

k k

Columnar Structures of density cluster Different from type of patterns

Origin ????

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SLIDE 37

Conclusions Using NS level hydrodynamics of rapid granular fluid, weakly

nonlinear stability of GPCF has been analyzed.

Dominant SW & TW, and LW instabilities are originated from 2D

perturbations for ‘moderately dense’ to ‘dense’ flows.

Purely 3D SW & TW has it origin in 3D perturbation in ‘dilute’ flows Nonlinear flow patterns of cross stream velocity have been analyzed

in terms of the fixed point (saddle, source, sink, vortex……)

Local maximum of stream-wise vorticity gives the location of vortex Responsible for more inhomogeneous particle clustering in 3D flow

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SLIDE 38

Connection?

Order parameter approach

Outlook & future work Three Dimensional Flow

Alam & Shukla (2013) J. Fluid Mech., 716, 349-413

Fixed point approach using velocity gradient tensor

Perry & Chong (1987), Annu. Rev Fluid Mech. Chong, et. al. (1990), Phys. Fluids

x y z

 x

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SLIDE 39

Thank you

Wake up

(Perry & Chong 1987)

Acknowledgments

  • Prof. Hisao Hayakawa
  • Prof. Meheboob Alam