Rayleigh-Taylor instability at a tilted interface in incompressible - - PDF document

rayleigh taylor instability at a tilted interface
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Rayleigh-Taylor instability at a tilted interface in incompressible - - PDF document

Rayleigh-Taylor instability at a tilted interface in incompressible laboratory experiments and compressible numerical simulations Joanne M. Holford Stuart B. Dalziel David Youngs DAMTP, University of Cambridge, Silver Street,


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DAMTP, University of Cambridge Rayleigh-Taylor instability

Rayleigh-Taylor instability at a tilted interface

in incompressible laboratory experiments and compressible numerical simulations

Joanne M. Holford† Stuart B. Dalziel† David Youngs‡

†DAMTP, University of Cambridge, Silver Street, Cambridge CB3 9EW, UK ‡AWE Aldermaston, Reading, Berkshire, RG7 4PR, UK

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DAMTP, University of Cambridge Rayleigh-Taylor instability

Outline

  • Introduction

RT instability at a tilted interface Mixing, available energy and mixing efficiency

  • Laboratory experiments

At DAMTP, in the Fluid Dynamics Laboratory Incompressible water, NaCl to create density contrast

  • Numerical simulations

At AWE, using Turmoil3D (with David Youngs) Compressible code, for a mixture of two ideal gases

  • Conclusions and further work
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DAMTP, University of Cambridge Rayleigh-Taylor instability

Introduction

  • RT instability

Instability of dense fluid accelerated into less dense fluid

ρ1 ρ2 g ρ1 ρ2 ρ1 ρ2 ρ1 > ρ2

Non-dimensional parameter Atwood number A

g g = − + = ′

         

ρ ρ ρ ρ

1 2 1 2

2

For an external lengthscale H, timescale τ =

H Ag

Much more efficient mixing than other mechanisms (shear instability, mechanical stirring) An important mixing process within larger-scale flows (3D instability of 2D shear billows) In environment, R-T instability has non-ideal initial conditions At a tilted interface, there is competition between local instability and large-scale overturning

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DAMTP, University of Cambridge Rayleigh-Taylor instability

  • Definitions of mixing

Distinguish between reversible and irreversible mixing: Reversible mixing - interleaving of fluid with different properties - “reversible mixing = stirring” Irreversible mixing - homogenisation of fluid properties at the molecular scale - “irreversible mixing = stirring + diffusion” Irreversible mixing is important for

  • chemical reactions
  • removal of available energy when mixing density gradients

across a gravitational field

  • How do we measure mixing?

Mixing can be measured by a molecular mixing fraction For two fluids, volume fractions f and (1-f ): ϑ( , )

( , )( ( , )) x x x t f t f t = − 1

Alternatively, for fluids of varying density in a gravitational field, can measure the mixing efficiency η For a fluid at rest, stirred by an energy input and returning to rest, η= increase in potential energy

amount of energy added

fraction of energy lost to fluid motion doing work against gravity

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DAMTP, University of Cambridge Rayleigh-Taylor instability

  • Mixing in R-T instability

Measurements of η in laboratory experiments - high values with some dependence on A

Linden & Redondo (1991)

Numerical simulations show sensitivity to initial conditions

Linden, Redondo & Youngs (1991), Cook & Dimotakis (2001)

  • Diffusion and viscosity in incompressible fluids

Mechanical energy density per unit volume E

u gz

v =

+

1 2 2

ρ ρ

( ) ( ) ( )

∂ ∂ ε t E t t t

v v v

x f x x , . , , +∇ =−

, fv energy flux εv energy dissipation Water/salt system - ν = 1.0×10-2cm2s-1 kinematic viscosity κ = 1.4×10-5cm2s-1 diffusivity concentration fluctuations persist at smaller scales than velocity fluctuations - Pr =

= ν κ 700

Turbulent flows - eddy viscosity = eddy diffusivity effectively Pr = 1

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DAMTP, University of Cambridge Rayleigh-Taylor instability

  • Available energy in incompressible flow

Mechanical energy in whole fluid E

Ev dV

V

= ∫

decomposes: PEback PEavail KE + +

  • Eavail
  • Eback

Lorenz (1955), Thorpe (1977), Winters et al. (1995)

In unforced, decaying flow

d dt E E

back avail

+ = −

     

ε

loss of E due to turbulent dissipation

( )

d dt E q

back =

gain in Eback due to molecular mixing Define cumulative mixing efficiency η

ε ∆ − ∆ cumulative q dt t t q dt t t PEback Eavail = + =

∫ ∫

and instantaneous mixing efficiency η

ε δ −δ

instantaneous =

+ = q q PE E

back avail

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DAMTP, University of Cambridge Rayleigh-Taylor instability

  • Available energy in compressible flow

Now concerned with total energy (mechanical + internal) so

Ev u gz e = + + 1 2 2 ρ ρ ρ , e internal energy. In whole fluid:

PEavail KE + +

  • Eavail

IEback PEback

  • Eback

+ IEavail +

Lorenz (1955), Andrews (1981), Shepherd (1993)

In unforced, decaying flow

( ) d dt E E

back avail

+ =0

E is conserved

( )

d dt IEback = ε

gain in IEback due to turbulent dissipation and molecular mixing

( )

d dt PE q

back =

gain in PEback due to molecular mixing Same definitions of mixing efficiency apply, so η is still fraction of energy lost to fluid motion (reduction in Eavail) doing work against gravity (gain in Eback)

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DAMTP, University of Cambridge Rayleigh-Taylor instability

Laboratory Experiments

  • Configuration

W=20cm H=50cm L=40cm

plane of measurement: 5mm light sheet

  • Initial conditions

A solid barrier introduces significant shear Reduced shear barrier:

Dalziel, Linden & Youngs (1999)

SIDE VIEW fabric Removal of finite thickness barrier causes initial velocity field

tank interior

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DAMTP, University of Cambridge Rayleigh-Taylor instability

  • Diagnostic measurements

Image analysis: spatial resolution 1 pixel ≅ 0.1cm temporal resolution 25Hz Assume statistical homogeneity across tank Add propanol to fresh water to match refractive index Density measurement Dense fluid dyed with fluorescent dye Images corrected for divergence of light sheet and attenuation Velocity measurement Fluid seeded with 400µm neutrally-buoyant particles Lagrangian tracks for particles from tracking a frame sequence Interpolating onto a grid gives Eulerian velocities Gridded at two scales: 1cm - resolved velocity 3cm - mean velocity (overcomes lack of similarity between experiments) Assume isotropy at small scales ⇒ estimate of total KE

  • Parameters

Atwood number 0.5×10-3 < A < 2.5×10-3 ⇒ Boussinesq Timescale 10s > τ > 4.5s RMS velocity 0.8cms-1 < u < 2cms-1 Integral lengthscale 1.8cm < l < 2.5cm Reynolds number 150 < Re < 500

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DAMTP, University of Cambridge Rayleigh-Taylor instability

corrected for by comparing fluorescence pattern of image with uniform dye concentration corrected for by integrating along rays to determine the actual illumination and fluorescence at each point light source divergence light rays attenuation (of incident, not fluoresced light)

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DAMTP,UniversityofCambridge Rayleigh-Taylorinstability

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DAMTP,UniversityofCambridge Rayleigh-Taylorinstability

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DAMTP,UniversityofCambridge Rayleigh-Taylorinstability

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DAMTP,UniversityofCambridge Rayleigh-Taylorinstability

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DAMTP, University of Cambridge Rayleigh-Taylor instability

Numerical Simulations

  • Code type

Semi-Lagrangian finite volume code (conservation of fluid masses and momentum) Two ideal gases (γ = 5/3) Typical simulation: 3D at resolution 200×160×80

  • Viscosity and diffusion

Loss of resolution at grid scale ⇒ diffusion-like behaviour for mass fractions, analogous to molecular mixing for KE, analogous to dissipation, and added to IE In some runs, an explicit viscosity was added

  • Approximating an incompressible fluid

Normalisation: choose H = 1, Ag = 1, ρ1 = 1 Non-dimensional parameters (ideally small): Density ratio

B g = = ∆ρ ρ0 2 ≈018 .

Mach number

M AgH p p = ≈ ρ γ 3 5 0 ≈008 .

Incompressibility ratio

I gH p g p = ≈ ρ2

2

5 10 ∆ρ ≈012 .

Compromise g = 11, p0 = 100

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DAMTP, University of Cambridge Rayleigh-Taylor instability

  • Initial conditions - basic distribution

Away from interface: Since u≈ 0, require ∂

∂ = − p z g ρ .

Require neutral stability, buoyancy frequency

N g T T z g cp

2

= ∂ ∂ + =

       

⇔ isentropic fluid p = k(s)ργ. At interface: Choose specific heats at constant volume, cv1 and cv2. Require temperature continuous ⇔ cv1ρ1 = cv2ρ2. Everywhere: Pressure field cannot be entirely hydrostatic. Require

( ) ∂ ∂t ∇ = .u 0.

Ignoring terms of O(u2), require ∇

∇ ∝∇ ∇ =

               

. . 1 ρ

1 γ γ −1 γ

p k p

/ ( ) /

, with ∂

∂ ρ p n g = − . n z on boundaries with outward normal n.

  • Initial conditions - perturbations

2D velocity field with vorticity at interface models experimental barrier withdrawal. 3D random perturbation to interface position, wavelengths

L L 40 20 < < λ

, rms amplitude σ =

H 2500.

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DAMTP, University of Cambridge Rayleigh-Taylor instability

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DAMTP, University of Cambridge Rayleigh-Taylor instability

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DAMTP, University of Cambridge Rayleigh-Taylor instability

Energy budget

Numerical results η ≈ 0.48 Typical experimental results η ≈ 0.38

1 2 3 4 5 6 7 8 9 10

  • 1.0
  • 0.5

0.0 0.5 1.0 1.5

Time t/τ Energy components E(t)/PE(0)

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DAMTP, University of Cambridge Rayleigh-Taylor instability

  • Why the difference in energy budgets?

Numerical diffusion not ∇2 2D advection test pattern Numerical viscosity acts preferentially at small scales and is resolution and velocity-dependent Total dissipation is unaffected by ratio

  • f explicit/numerical viscosity until

explicit viscosity dominates Re of experiments is low But experiments do not show Re dependence Energy conservation Small departures from energy conservation in stable waves Sensitivity to initial conditions But there is no change when λrandom increased by 4 Different molecular Pr Does small-scale dynamics adjust to forcing from larger scales?

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DAMTP,UniversityofCambridge Rayleigh-Taylorinstability

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DAMTP,UniversityofCambridge Rayleigh-Taylorinstability

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DAMTP,UniversityofCambridge Rayleigh-Taylorinstability

Conclusionsandfurtherwork

  • Laboratoryexperiments

∗ θ=0°-ηcumulative ≈04

.

∗ Asθ↑,ηcumulative↓ ∗ Forθ≤5°,ηinstantaneous ≈05

.

  • Numericalsimulations

∗ Modelsexperimentsatsuitableparameters ∗ Goodagreementinlarge-scaleoverturning

  • Furtherwork

∗ Investigatesensitivityofmixingtovariousfactors ∗ Investigateinstabilityathigherangles-uptolimitingcase:

  • ∗ Extendstudyofmixingefficiencytomorecomplex

stratifications

  • r

ρ2 ρ2 ρ1 ρ1 ρ3 ρ3 ρ1> ρ2> ρ3

  • Dalziel&Jacobs(2000)