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Structure and dynamics of turbulent pipe flow Andrew Duggleby Mechanical Engineeri Texas A&M University Isaac Newton Institu 2008 Describe… Model… Predict… Collaborators: Ken Ball, Mark Paul Mechanical Engineering Virginia Tech Markus Schwaenen Mechanical Engineering Texas A&M University Paul Fischer Argonne National Lab.
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Structure and dynamics of turbulent pipe flow

Jan 19, 2016

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Describe… Model…. Andrew Duggleby Mechanical Engineering Texas A&M University Isaac Newton Institute 2008. Structure and dynamics of turbulent pipe flow. Collaborators: Ken Ball, Mark Paul Mechanical Engineering Virginia Tech Markus Schwaenen Mechanical Engineering - PowerPoint PPT Presentation
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Page 1: Structure and dynamics of turbulent pipe flow

Structure and dynamics of turbulent pipe flow

Andrew DugglebyMechanical EngineeringTexas A&M University

Isaac Newton Institute2008

Describe…

Model…

Predict…

Collaborators:Ken Ball, Mark PaulMechanical Engineering Virginia Tech

Markus SchwaenenMechanical EngineeringTexas A&M University

Paul FischerArgonne National Lab.

Page 2: Structure and dynamics of turbulent pipe flow

Proper Orthogonal Decomposition Translational invariance vs. method of snapshots What POD is, and what it is not (3 misnomers)

Turbulent pipe flow (spectral element DNS) Describe, Model, Predict Applications to drag reduction

Structure and dynamics of turbulent pipe flow

80 ,10 ,150Re L

tUDL b

Page 3: Structure and dynamics of turbulent pipe flow

Karhunen-Loève (KL) Decomposition is a powerful tool that generates an optimal basis set for dynamical data

Proper Orthogonal Decomposition (POD)

Empirical (or dynamical) Eigenfunctions

Optimally fast convergence Maximizes “energy”

Originates as a variational problem

Page 4: Structure and dynamics of turbulent pipe flow

In order to reduce the size of the problem, the translational invariance of the system is taken into account.

By translational invariance

The POD mode is then

And the Fredholm integral reduces to

POD modes are labeled by the triplet (m,n,q) with

(1,3,1)

Misnomer 1:This is a mode

Page 5: Structure and dynamics of turbulent pipe flow

Method of Snapshots

Define c(t) and rewrite

Take inner product with velocity at a different time

Solve Fredholm equation for coefficient c(t)

)8(every t snapshots 2100

Page 6: Structure and dynamics of turbulent pipe flow

Translational invariance vs. snapshots for turbulent pipe flow

Page 7: Structure and dynamics of turbulent pipe flow

Dimension vs. time for turbulent pipe flow

L)tU 4000~(

000,850at

9.0

9.0

m

00

T

DDKL

kk

D

kk

KL

Page 8: Structure and dynamics of turbulent pipe flow

Translational Invariance and Method of Snapshots agree at infinite time – shown using Rayleigh-Bénard convection

Misnomer 2:The basis set is only optimal for “recorded events”

Misnomer 3:The basis set is only optimal for energy dynamics

"Goal-oriented, model-constrained optimization for reduction of large-scale systems“ T. Bui-Thanh, K. Willcox, O. Ghattas, B. van Bloemen WaandersJ. of Comp. Phys. (2006)

Page 9: Structure and dynamics of turbulent pipe flow

POD reduces the order of the system to a much more manageable level(from 107 to 104) whereby one can examine the system

Insight gained through examining: The energy ordering of the modes The structure of the modes The dynamics of the modes (1,5,1) mode – travelling wave

Duggleby et al., 2007, Journal of Turbulence, Vol. 8 no. 43

Page 10: Structure and dynamics of turbulent pipe flow

Example modes (wall modes)(1,3,1)

(1,5,1)

(2,4,1)

Duggleby et al., 2007, Journal of Turbulence, Vol. 8 no. 43

Page 11: Structure and dynamics of turbulent pipe flow

…more modes (lift modes)(2,2,1)

(3,2,1)

(3,3,1)

Duggleby et al., 2007, Journal of Turbulence, Vol. 8 no. 43

Page 12: Structure and dynamics of turbulent pipe flow

…and yet even more modes (roll mode)

(0,6,1)

(0,5,1)

(0,3,1)

Duggleby et al., 2007, Journal of Turbulence, Vol. 8 no. 43

Page 13: Structure and dynamics of turbulent pipe flow

Karhunen-Loève decomposition is a very powerful tool in helping to understand large scale energy dynamics.

= Streamwise Roll

Travelling wave interpretation of turbulence

+ Travelling wave packet

Page 14: Structure and dynamics of turbulent pipe flow

Energy content of the modes

Duggleby et al., 2007, Journal of Turbulence, Vol. 8 no. 43

38.34% energy in structures >8R (m<2)

Page 15: Structure and dynamics of turbulent pipe flow

Model: to understand drag reduction, two sets of DNS calculations were analyzed, one with spanwise wall oscillation and one without.

Page 16: Structure and dynamics of turbulent pipe flow

Wall mode (vorticity starts and stays near the wall) is pushed away from the wall in the presence of oscillation

Non-oscillated Oscillated

(1,2,1)

(1,5,1)

8.6shifty

9.9shifty

Duggleby et al., 2007, Phys. Fluids, Vol. 19, 125107

Page 17: Structure and dynamics of turbulent pipe flow

Lift mode (vorticity starts near the wall and lifts away from the wall ) is also pushed away from the wall in the presence of oscillation

Non-oscillated Oscillated

(2,2,1)

(3,2,1)

6.10shifty

2.11shifty

Duggleby et al., 2007, Phys. Fluids, Vol. 19, 125107

Page 18: Structure and dynamics of turbulent pipe flow

Roll mode (no spanwise dependence, “streamwise vortices”) is also pushed away from the wall due to spanwise wall oscillation

Non-oscillated Oscillated

(0,6,1)

(0,2,1)

1.10shifty

8.7shifty

Duggleby et al., 2007, Phys. Fluids, Vol. 19, 125107

Page 19: Structure and dynamics of turbulent pipe flow

Model: Drag reduction mechanism

Duggleby et al., 2007, Phys. Fluids, Vol. 19, 125107

Page 20: Structure and dynamics of turbulent pipe flow

Prediction: Drag reduction by sectional rotation

Page 21: Structure and dynamics of turbulent pipe flow

Conclusions

Describe: POD is a great way to visualize the large scale energy dynamics Method of Snapshots and Translational invariance agree at

late time L=100D pipe simulations underway

Model: drag reduction model

Predict: Drag reduction Experimental testing under way

Page 22: Structure and dynamics of turbulent pipe flow

Acknowledgements

System X Teragrid Paul Fischer Markus Schwaenen Travis Thurber Ken Ball Mark Paul

Page 23: Structure and dynamics of turbulent pipe flow

Appendix

Top 15 POD modes for various flows

Page 24: Structure and dynamics of turbulent pipe flow

Convergence for Re_tau=180

Duggleby et al., 2007, Journal of Turbulence, Vol. 8 no. 43

Page 25: Structure and dynamics of turbulent pipe flow

Statistics

Duggleby et al., 2007, Journal of Turbulence, Vol. 8 no. 43

Page 26: Structure and dynamics of turbulent pipe flow

Stress

Duggleby et al., 2007, Journal of Turbulence, Vol. 8 no. 43

Page 27: Structure and dynamics of turbulent pipe flow

Mean velocity profile (Reτ=150) shows a 26.9% increase in the mean flow rate due to spanwise wall oscillation.

26.9% increase in mean flowrate

Duggleby et al., Phys. Fluids (in review), 2007

Page 28: Structure and dynamics of turbulent pipe flow

The peaks of root-mean-square velocity fluctutations and Reynolds stress profiles shift due to the oscillation.

38,627.031,68.0

61,78.055,81.0

29,03.140,99.0

22,48.216,68.2

,

,

,

yyuu

yyu

yyu

yyu

zr

rmsr

rms

rmsz

Duggleby et al., Phys. Fluids (in review), 2007

Page 29: Structure and dynamics of turbulent pipe flow

Turbulent Pipe Flow examinations

Pipe Flow: L/D=10 Reτ=150 Total simulation time:

t+=16800 80 flow through times

Rayleigh-Benard R=6000 σ=1 Γ=10

H.M. Tufo and P.F. Fischer, in Proc. Of the ACM/IEEE SC99 Conf. on High Performance Networking and Computing (IEEE Computer Soc., 1999), Gordon Bell winning paper

TTu

zTuPuu

u

t

t

2

21 ˆR

0

Red: hot rising fluid, Blue: cold falling fluid

Page 30: Structure and dynamics of turbulent pipe flow

Translational invariance vs. Snapshots

First mode from translational invariance (18,1)

First mode from method of snapshots

Page 31: Structure and dynamics of turbulent pipe flow

Propagating Subclasses: Asymmetric mode

(1,1,1)

(2,1,1)

(3,1,1)

Duggleby et al., 2007, Journal of Turbulence, Vol. 8 no. 43

Page 32: Structure and dynamics of turbulent pipe flow

Propagating Subclasses: Ring mode

32

(1,0,1)

(1,0,2)

(2,0,1)

Duggleby et al., 2007, Journal of Turbulence, Vol. 8 no. 43

Page 33: Structure and dynamics of turbulent pipe flow

Effect of quantum number

(2,6,3) (2,6,5)

(6,2,3) (6,2,5)

Duggleby et al., 2007, Journal of Turbulence, Vol. 8 no. 43

Page 34: Structure and dynamics of turbulent pipe flow

Model & Prediction: relaminarization (?)

Or L=10D is too short!

Page 35: Structure and dynamics of turbulent pipe flow

Spectral Elements combines geometrical flexibility, efficient parallelization, and exponential convergence

Spectral Element Legendre Lagrangian interpolants 3rd order in time Jacobi w/ Schwarz

multigrid and GMRES Scalable

1.26 TFLOPS on 2048 proc. (BG/L) 108 GFLOPS on 128 proc. (SysX)

Avoids the singularity at the origin inpolar-cylindrical coordinates

tU/L=80

H.M. Tufo and P.F. Fischer, in Proc. Of the ACM/IEEE SC99 Conf. on High Performance Networking and Computing (IEEE Computer Soc., 1999), Gordon Bell winning paper

Page 36: Structure and dynamics of turbulent pipe flow

Channel modes