computing internal and external flows undergoing instability and bifurcations v. v. s. n. vijay,...
TRANSCRIPT
Computing Internal and External Flows Undergoing Instability and
Bifurcations
V. V. S. N. Vijay, Neelu Singh and T. K. Sengupta
High Performance Computing Laboratory
Department of Aerospace Engineering
I. I. T. Kanpur, Kanpur 208016
INDIA
Organization of The Presentation
Instability, Bifurcation and Multi-Modal Dynamics. Hopf- bifurcation and Landau-Stuart-Eckhaus (LSE) Equation. Numerical Methods: Aliasing Error, Dispersion Error. Evidence of Multiple Hopf-Bifurcations for Flow Past a
Cylinder. Multiple Bifurcations in Lid-Driven Cavity Flow. Dynamical System Approach - Proper Orthogonal
Decomposition (POD). Free Stream Turbulence (FST) : Effects and Its Modeling. Conclusions.
Bifurcation and Instabilities
Flow Past a Circular Cylinder, Re = 60 Flow Inside a Square Cavity, Re = 8500
Landau Equation and Hopf-Bifurcation
If disturbance velocity is given by
(1) And if its amplitude is given by
(2)
then, linearized evolution equation for amplitude is
(3)
Landau (1944) proposed a corresponding nonlinear evolution equation
(4)
tit ireconsttA .
22
2 Adt
Adr
422
2 AlAdt
Adrr
Landau Equation and Hopf-Bifurcation
Above and near Recr,
(5) For Eq. (4), an equilibrium exists (using Eq. (5)) that is given by
(6)
Variation of |Ae| beyond Recr is parabolic and is symptomatic of Hopf-bifurcation.
termsorderhigherK crr ReRe
rcre lkA /ReRe2||
Re
|Ae|
Re = Recr
0
Analysis of Numerical Methods
Non-dimensional effectiveness of convection terms
Dissipation Discretization
Error Dynamics for Convection Discretization
Evidences of Multiple Modes in Flow Past a Cylinder
Present Computations, Re = 60 Expt. by Strykowski (1986), Re = 49
Presence of multiple modes is evident in both the cases.
Multiple Hopf-Bifurcations and Its Modeling in Flow past a Cylinder
cre kkkkA ReRe;|| 44
33
221
84.615-0.217.6-9.5825.7133 -250
63.868-7.2105-5124.480 -133
51.934136-67492.67.6951.93 – 80.0
Recrk4 x 109k3 x 108k2 x 106k1 x 104Re
Strykowski’s Data (1986)
Further Evidences of Multiple Bifurcations in Flow Past a Cylinder
Vortex shedding began at Re = 65 in
Homann’s experiment. The first bifurcation was suppressed by
use of highly viscous oil as working media. Provansal et. al (1987) also have reported
different critical Reynolds number in
the same tunnel.
Results due to Homann (1936)
6911 cm10.0
630.8 cm12.5
580.6 cm 16.7
RecrDL/D
Multiple Bifurcations in Lid-Driven Cavity Flow
Proper Orthogonal Decomposition (POD) of DNS Data
A spatio-temporal fluid dynamical system can be analyzed by POD. We project the space-time dependent field into Fourier space with definitive
energy/ enstrophyenergy/ enstrophy content. Disturbance vorticity is represented as an ensemble of M snapshots
The covariance matrix as given below
The eigenvalues and eigenvectors of [R] provide the enstrophy content and
the POD modes, respectively.
M
mmm rtatr
1
' )()(,
NjitrtrM
RM
mmjmiij ,,2,1,,','
1
1
Flow Past a Circular Cylinder : Cumulative Enstrophy Distribution for Different Time Range
Eigen-modes
Cum
ulat
ive
Ens
trop
hyC
onte
nt
10 20 30
0.4
0.5
0.6
0.7
0.8
0.9
1
t = 200 - 430t = 350 - 430
[1]
{2}
{5}
{6}
[5]
{1}
[2]
[3]
[6]
t
'(0.504
4D,0)
100 200 300 400
-0.8
-0.4
0
0.4
0.8
Re = 60
Eigen-modes
Cum
ulat
ive
Ens
trop
hyC
onte
nt
10 20 30
0.4
0.5
0.6
0.7
0.8
0.9
1
t = 200 - 430t = 350 - 430
[1]
{2}
{5}
{6}
[5]
{1}
[2]
[3]
[6]
t
'(0.504
4D,0)
100 200 300 400
-0.8
-0.4
0
0.4
0.8
Re = 60
Flow in LDC : Cumulative Enstrophy Distribution for Different Time Range
Leading Eigenvalues For Flow Past a Cylinder Obtained by POD of Enstrophy for Re = 60
----
0.0026040.021043
0.0026040.021151
0.0367050.04038
0.0371150.04224
0.2809160.17497
0.2832520.17554
--0.48416
2.4149351.61711
2.4975581.66274
Eigenvalues (t = 351-430)Eigenvalues ( t = 200-430)
Leading Eigenvalues for Lid-Driven Cavity Flow Obtained by POD of Enstrophy for Re = 8500
----
0.00004470.0002115
0.00005480.0002225
0.0002899--
0.00032810.0003878
0.0012810.0020369
0.0193140.013615
0.0235610.016495
Eigenvalues (t = 300-500)Eigenvalues (t = 200-500)
Relating LSE Equation with POD Modes
The LSE modes are related to the POD modes by,
For example, two leading LSE modes are governed by,
These two constitute stiff-differential equations that can be reformulated as
where
2
2112
2
1111111 AAAAA
dt
Ad
2
2222
2
1221222 AAAAA
dt
Ad
2
22
2
11
1AA
dt
Yd
Y
22122211112121 ;;; AAY
l
ljjjjjjj taitaA 212212 ;)]()([
)]()([2
1212 xixf jj
jj
Amplitude Functions of POD Modes for Flow Past a Cylinder for Re = 60
Amplitude Functions of POD Modes for Flow in a Square-Cavity for Re = 8500
Leading Eigenfunctions of POD Modes for Flow Past a Cylinder for Re = 60 and t : 200-430
Min = -19.85Max = 16.92
Mode 2 (2)
Min = -7.22Max = 7.23
Mode 3 (3)
Min = -13.93Max = 20.01
Mode 1 (1)
Leading Eigenfunctions of POD Modes for Flow Past a Cylinder for Re = 60 and t : 200-430
(contd.)
Min = -5.58Max = 5.58
Mode 5 (5) Min = -5.62Max = 5.61
Mode 6 (6)
Min = -2.50Max = 2.29
Mode 7 (7) Min = -2.36Max = 2.44
Mode 8 (8)
Multi-Modal Feature in the Wake
Vorticity variation and FFT of
vorticity data shown at different
streamline positions
( 1.5D, 3D, 6D and 10D )
Note the presence of additional
modes seen in FFT of data at
6D and 10D.
t
Vor
ticity
100 150 200 250 300 350 400
-1
-0.5
0
0.5
1
(d)
FrequencyA
mpl
itude
(lo
gsc
ale)
0 0.5 1 1.5 2-2
-1
0
1
2
10 D
Vor
ticity
100 150 200 250 300 350 400
-1
-0.5
0
0.5
1
(c)
Am
plitu
de(
log
scal
e)
0 0.5 1 1.5 2-2
-1
0
1
2
6 D
Vor
ticity
100 150 200 250 300 350 400
-1
-0.5
0
0.5
1
(b)
Am
plitu
de(
log
scal
e)
0 0.5 1 1.5 2-2
-1
0
1
2
3 D
Vor
ticity
100 150 200 250 300 350 400
-1
-0.5
0
0.5
1
(a)
Am
plitu
de(
log
scal
e)
0 0.5 1 1.5 2 2.5-2
-1
0
1
2
1.5 D
Vortex Topology Inside a Lid-Driven Square Cavity
Leading Eigenfunctions of POD Modes for Flow in a Square-Cavity for Re = 8500
Higher Eigenfunctions for LDC Flow for Re = 8500
Different Critical Reynolds Number Reported in Different Facilities for Flow Past a
Circular Cylinder
Different Recr have been reported :
Batchelor (1988) – 40
Landau & Lifshitz (1959) - 34
Reported by Critical Reynolds Number (Recr)
Kovasznay (1949) 40
Strykowski, Sreenivasan & Olinger (1990)
Between 45 - 46
Schumm, Berger & Monkewitz (1994)
46.7
Roshko (1954) 50
Kiya et al. (1982) 52
Tordella & Cancelli (1991) 53
Homann (1936) 65.3
Extrinsic or Intrinsic Dynamics ?D = 5mm, U= 17cm/s, Re = 53 D = 1.8mm, U= 46.9cm/s, Re = 53
3 4 5 6 7 80
1
2
3
Frequency
Amplitude
0 100 200 300 400
10-1
100
101
18 20 22 24 26 28 30 32 34
0.1
0.2
0.3
Frequency
Amplitude
0 100 200 300 400
10-1
100
101
Note: The input disturbance at the Strouhal number on the left frame is one order of magnitude larger as compared to the case on the right.
Modeling Free Stream Turbulence (FST)
Higher order statistics are modeled by the 1st-order moving-average time series model (Fuller,1978) with the low frequency noise added separately.
FST is modeled by the following equation: where the first two terms are given by Gaussian distribution and the
last term represents low frequency component of noise and u’ is the stream-wise disturbance component of velocity.
FFT of Experimental and Synthetic FST Data
Experimental Disturbance Velocity Synthetic Disturbance Velocity
Frequency
Am
plit
ud
e
0 50 100 150 200
10-3
10-2
10-1
100
101
Frequency0 50 100 150 200
10-3
10-2
10-1
100
101
Effect of FST on Results
Variation of lift and drag coefficient with time with and without FST for Re = 100
Comparison of saturation amplitude of lift coefficient (peak-to-peak) for the cases of
without and with FST (Tu = 0.06%)
Time
Cl
0 50 100 150 200 250
-0.4
-0.2
0
0.2
0.4No FSTFST=0.06%Tu
Re = 100
Time
Cd
0 50 100 150 200 250
-1.3
-1.2
-1.1
No FSTFST=0.06%Tu
Re = 100
Note: The noise causes early onset of asymmetry and very high frequency fluctuations in drag data.
Re
|Ae|
50 100 150 200 2500
0.1
0.2
0.3
0.4
0.5
0.6 Present Results (No FST) By DNSPresent Results (No FST) By Eq. 4.1Present Results (FST = 0.06% Tu)Norberg (2003)
Effect of Different Levels of FST
Dynamic range increases directly with Tu. Higher than the shown levels, could display completely different dynamics
that is also indicated by the early onset time implying separation bubbles
not allowed to form as in no-FST case.
Streamfunction Contours for Re = 50, With and Without FST
At this sub-critical Re, symmetric wake bubble is formed for no-FST case.
In the presence of FST, asymmetry builds up slowly from the tip of the bubble.
For higher FST levels, interface of the separation bubble can suffer Kelvin-Helmholtz instabilityKelvin-Helmholtz instability interrupting vortex street formation.
Conclusions Multiple Hopf-bifurcations have been shown computationally
as seen in Ae vs Re plots for both the cases.
For the cylinder, we have identified the second bifurcation at Re = 63.86, that is closer to value reported by Homann (1936) at Re = 65.3.
Multi-modal behaviour is explained with the help of POD analysis for both the flows. POD analysis is also used to explain the Landau-Stuart-Eckhaus Equation.
We have identified anomalous modes during the instability phase for both the flows from the POD amplitude functions. These modes do not satisfydo not satisfythe LSE Equations and need to be modeled differently.
For LDC flow, the higher modes which do not account for significant contribution to enstrophy are seen as localized spatio-temporal structures, e.g. the triangular vortex seen in the core.
With the help of results with FST and collective results in the literature, for flow past a cylinder we conclude that the onset of instability at first bifurcations is governed by extrinsic dynamicsextrinsic dynamics.
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