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NUMERICAL SIMULATION AND ANALYSIS OF
LOW REYNOLDS NUMBER FLOW PAST
TWO SIDE BY SIDE CYLINDERS
Supradeepan K
under the guidance of
Dr. Arnab Roy
Department of Aerospace Engineering,
Indian Institute of Technology, Kharagpur.
4th March, 2015
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 1 / 72
Overview
Overview
Introduction.
Governing equations.
Objective and scope of present research work.
Initial and boundary conditions.
Results and discussion.
Conclusions.
Publications.
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 2 / 72
Introduction
Introduction
Flow past 2D and 3D geometies have real time applications
Airfoils, Wings,
Earth fixed structures,
Heat exchangers, Cooling in electronic devices etc.
Analytical solutions of Navier-Stokes equations involve lot of simplifying
assumptions.
Exact solutions are available only for a few selected flow problems.
Numerical solution of these equations have attracted the attention of
researchers.
Large number of numerical solvers have come up for solving a variety of flow
problems using these equations.
CFRUNS is one such solver for incompressible flows.
This presentation is about the developments and applications of CFRUNS.
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 3 / 72
Governing Equations
Governing Equations
The non-dimensional, conservative form of governing equations in primitive
variables for two dimensional incompressible viscous flow without body forces
are
Continuity Equation:
∂u
∂x + ∂v
∂y = 0
X - Momentum Equation:
∂u
∂t + ∂u2
∂x + ∂uv
∂y = −∂p
∂x + 1
Re
∂2u
∂x2 + ∂2u
∂y2
Y - Momentum Equation:
∂v
∂t + ∂uv
∂x + ∂v2
∂y = −∂p
∂y + 1
Re
∂2v
∂x2 + ∂2v
∂y2
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 4 / 72
Objective and Scope of the work
Objective and Scope of the work
1 Development and improvements of CFRUNS
2 Application of the solver in 2D flow problems
Flow past two side by side circular cylinders.
Flow past two side by side rotating cylinders.
Flow past two side by side rotationally oscillating cylinders.
Flow past two side by side triangular cylinders.
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 5 / 72
Brief literature review NS Solver
Review on existing work in CFRUNS
Development of Navier-Stokes Solver
CFR Roy and Bandyopadhyay [2006]
CFRUNS Harichandan and Roy [2010]
Improvements in Derivative calculation
Existing CFR and CFRUNS −→ Taylor Series based
Least Square based gradient reconstruction Mavriplis [June 2003]
Improvements in Temporal Accuracy
Existing CFR and CFRUNS −→ Euler interpolation
Adams-Bashforth second order
Improvements in implementation of boundary condition
Existing CFRUNS −→ Dirichlet and Neumann
Convective outflow boundary condition Orlanski [1976]
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 6 / 72
CFRUNS Numerical Scheme
Numerical Scheme
Consistent Flux Reconstrution for Unstructured Grids (CFRUNS)
Two dimensional
Incompressible solver
Primitive variable formulation
Unstructured collocated mesh
Explicit algorithm
Finite volume discretization
Pressure is calculated from pressure Poisson equation
Improved CFRUNS is a second order spatio-temporal accurate scheme
Supradeepan K (10AE90R05) Defence Seminar 4th
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CFRUNS Initial and B.C’s
Initial and Boundary Conditions
Initial Conditions
u = u∞ = 1.0
v = v∞ = 0.0
p = p∞ = 0.0 Figure 1: Computational
Domain.
Boundary Conditions
Boundary u v p
Inflow u = u∞ v = 0.0 ∂p
∂x = 0.0
Outflow ∂u
∂t + Uc
∂u
∂x = 0 ∂v
∂t + Uc
∂v
∂x = 0 p = 0.0
Top and Bottom ∂u
∂y = 0 v = 0.0 ∂p
∂y = 0
On the Body u = 0.0 v = 0.0 ∂p
∂n = 0.0
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CFRUNS Validation
Validation of CFRUNS
Lid driven cavity.
Unconfined flow past circular cylinder.
Unconfined flow past square cylinder.
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March, 2015 9 / 72
CFRUNS Validation
Lid driven Cavity
Figure 2: x-component of
velocity (u) at the mid vertical
plane at steady state
Figure 3: y-component of
velocity (v) at the mid horizontal
plane at steady state
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CFRUNS Validation
Flow past circular cylinder at Re = 100
Figure 4: Streamlines and vorticity contours for flow past a circular cylinder.
Figure 5: Time history of force coefficients for a circular cylinder.
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CFRUNS Validation
Flow past circular cylinder
Table 1: Lift, drag coefficient and Strouhal number for flow around a single
circular cylinder at Re = 100 and 200.
Lift coefficient Drag coefficient Strouhal Number
(Cl) (Cd) (St)
Re 100 Re 200 Re 100 Re 200 Re 100 Re 200
Braza et al. [1986] ± 0.25 ± 0.75 1.366 ± 0.015 1.40 ± 0.05 0.160 0.200
Meneghini et al. [2001] - - 1.37 ± 0.010 1.30 ± 0.05 0.165 0.196
Ding et al. [2007] ± 0.287 ± 0.659 1.356 ± 0.010 1.38 ± 0.05 0.166 0.196
Harichandan and Roy [2010] ± 0.278 ± 0.602 1.352 ± 0.010 1.352 ± 0.010 0.161 0.192
Present result ± 0.275 ± 0.652 1.360 ± 0.010 1.42 ± 0.05 0.165 0.198
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CFRUNS Validation
Flow past square cylinder at Re = 100
Figure 6: Streamlines and vorticity contours for flow past a square cylinder.
Table 2: Time averaged drag coefficient and Strouhal number for flow around a
single square cylinder.
Drag coefficient (Cd) Strouhal Number (St)
Franke et al. [1990] 1.61 0.154
Davis and Moore [1982] 1.63 0.15
Robichaux et al. [1999] 1.53 0.154
Present result 1.65 0.153
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Tools used
Tools used
Vorticity contours.
Force coefficients.
λ2 criterion.
Proper Orthogonal Decomposition (POD).
Instantaneous streamwise normal stress.
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March, 2015 14 / 72
Flow past two side by side circular cylinders Literatures on circular cylinders
Review of existing works on circular cylinders
Single Cylinder
Near wake region of the cylinder Bloor [1964]
Experiments to find the distribution of velocity and pressure Nishioka
and Sato [1974]
Variety of problems were attempted for Re between 100 and 300
Harlow et al. [1965], Patankar and Spalding [1972], Hirt et al. [1975],
Braza et al. [1986], Breuer [1998]
Two side by side Cylinder
Numerical and experimental investigation has been reported by
Bearman and Wadcock [1973], Zdravkovich [1977], Williamson
[1985], Chang and Song [1990], Kang [2003], Sumner et al. [2005],
Inoue et al. [2006], Ding et al. [2007], Liu et al. [2007], Xu et al.
[2003], Yoon and Yang [2009],
Existing research focuses on force coefficients and various wake patterns.
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Flow past two side by side circular cylinders Computational Domain
Computational Domain
Figure 7: Computational Domain.
Reynolds number of the flow (Re = 100).
Centre to centre distance between the cylinders (T) [1.1 D - 8.0 D].
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Flow past two side by side circular cylinders Single bluff body periodic regime
Single bluff body periodic regime 1.1 D ≤ T ≤ 1.3 D
Figure 8: Contours of vorticity, λ2 and instantaneous stream wise normal stress.
Figure 9: First and third POD modes.
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Flow past two side by side circular cylinders Single bluff body periodic regime
Single bluff body periodic regime 1.1 D ≤ T ≤ 1.3 D
Figure 10: History of force coefficients.
Figure 11: Phase portraits.
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Flow past two side by side circular cylinders Aperiodic regime
Aperiodic regime 1.4 D ≤ T ≤ 2.2 D
Figure 12: Contours of vorticity, λ2 and instantaneous stream wise normal stress.
Figure 13: First and third POD modes.
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Flow past two side by side circular cylinders Aperiodic regime
Aperiodic regime 1.4 D ≤ T ≤ 2.2 D
Figure 14: History of lift coefficients.
Figure 15: Phase portraits.
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March, 2015 20 / 72
Flow past two side by side circular cylinders Anti-phase Synchronised Regime
Anti-phase Synchronised Regime 3.2 D ≤ T ≤ 7.9 D
Figure 16: Contours of vorticity, λ2 and instantaneous stream wise normal stress.
Figure 17: First and third POD modes.
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Flow past two side by side circular cylinders Anti-phase Synchronised Regime
Anti-phase Synchronised Regime 3.2 D ≤ T ≤ 7.9 D
Figure 18: History of force coefficients.
Figure 19: Phase portraits.
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Flow past two side by side circular cylinders In-phase Synchronised Regime
In-phase Synchronised Regime T ≥ 8.0 D
Figure 20: Contours of vorticity, λ2 and instantaneous stream wise normal stress.
Figure 21: First and third POD modes.
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Flow past two side by side circular cylinders In-phase Synchronised Regime
In-phase Synchronised Regime T ≥ 8.0 D
Figure 22: History of force coefficients.
Figure 23: Phase portraits.
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Flow past two side by side circular cylinders Transformation Regime
Transformation Regime 2.3 D ≤ T ≤ 3.1 D
T = 3.1 D
Figure 24: Vorticity contours.
Figure 25: Contours of λ2 and instantaneous stream wise normal stress.
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Flow past two side by side circular cylinders Transformation Regime
Transformation Regime 2.3 D ≤ T ≤ 3.1 D
Figure 26: History of drag coefficients for T = 2.7 D
Figure 27: History of drag coefficients for T = 3.1 D
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Flow past two side by side circular cylinders Transformation Regime
Transformation Regime 2.3 D ≤ T ≤ 3.1 D
Figure 28: Phase portraits 40<t<200.
Figure 29: Phase portraits 200<t<400.
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Flow past two side by side rotating cylinders Review of Literature
Review of existing works on rotating cylinders
Single Cylinder
Lift coefficients increase with increasing rotational velocity Townsend
[1980]
Strouhal number increases with increasing Re for the rotating cylinder
Badr et al. [1989]
Steady solutions at Re = 60 and 100 for rotating cylinders Tang and
Ingham [1991]
Tokumaru and Dimotakis [1993], Chen et al. [1993], Hu et al. [1996], Kang et al.
[1999], Mittal [2001a], Mittal [2001b], Mittal [2003], Padrino and Joseph [2006]
Two side by side Cylinder
Some earlier investigations Ueda et al. [2003], Yoon et al. [2007], Guo et al.
[2009], Yoon et al. [2009], Chan and Jameson [2010], Kumar et al. [2011].
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Flow past two side by side rotating cylinders Validation of single rotating cylinder
Validation of single rotating cylinder at Re = 100
Figure 30: Variation of time averaged force coefficients with rotation speed ratio
for single rotating cylinder.
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Flow past two side by side rotating cylinders Parameters governing the flow
Parameters governing the flow
Reynolds number of the flow (Re = 100).
Centre to centre distance between the cylinders (T) [1.1 D - 3.5 D].
Rotational speed ratio α [0, 0.5, 1.0, 1.25].
Direction of rotation.
Figure 31: Direction of rotation.
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Flow past two side by side rotating cylinders Zones of various regimes
Zones of various regimes
Figure 32: Zones of various
regimes
A −→ Single bluffbody
periodic regime
B −→ Aperiodic regime
C −→ Steady state regime
D −→ Periodic oscillation
with unstable wake
E −→ Periodic oscillation
with constant amplitude
F −→ Periodic oscillation
with amplitude modulation
G −→ Anti-phase
synchronised regime
H −→ Transform regime
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Flow past two side by side rotating cylinders Single bluffbody periodic regime
Regimes discussed in the previous section
Single bluffbody periodic Regime [Zone A]
T = 1.1 D to 1.3 D for α = 0.5 and 1.0
Aperiodic Regime [Zone B]
T = 1.5 D to T = 2.4 D for α = 0.5
T = 2.3 D for α = 1.0
Transformation Regime [Zone H]
T = 2.5 D to T = 3.4 D for α = 0.5
Anti-phase Synchronised Regime [Zone G]
T ≥ 3.5 D for α = 0.5 and 1.0
T ≥ 2.6 D for α = 1.25
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Flow past two side by side rotating cylinders Steady state regime (Zone C)
Steady state regime (Zone C)
Figure 33: Contours of vorticity and λ2 for T= 1.5 D and α = 1.0.
Figure 34: History of force coefficients for T= 1.5 D and α = 1.0.
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Flow past two side by side rotating cylinders Periodic oscillation due to unstable wake (Zone D)
Periodic oscillation due to unstable wake (Zone D)
Figure 35: Contours of vorticity and λ2 for T= 2.4 D and α = 1.25.
Figure 36: History of force coefficients for T= 2.4 D and α = 1.25.
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Flow past two side by side rotating cylinders Periodic oscillation with constant amplitude (Zone E)
Periodic oscillation with constant amplitude (Zone
E)
Figure 37: Contours of vorticity and λ2 for T= 1.9 D and α = 1.0.
Figure 38: History of force coefficients for T= 1.9 D and α = 1.0.
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Flow past two side by side rotating cylinders Periodic oscillation with amplitude modulation (Zone F)
Periodic oscillation with amplitude modulation
(Zone F)
Figure 39: Contours of vorticity and λ2 for T= 2.5 D and α = 1.0.
Figure 40: History of force coefficients for T= 2.5 D and α = 1.0.
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Flow past two side by side rotationally oscillating cylinders Review of Literature
Review of existing works on oscillating cylinder
Drag reduction and synchronisation of wake patterns Chou [1997]
Lock-on regime at Re = 110 Baek and Sung [1998]
Lock-on phenomenon occurs within a band of frequency that
encompasses the natural frequency Mahfouz and Badr [1999]
Identified four different modes Tokumaru and Dimotakis [1993]
Lu and Sato [1996], Mahfouz and Badr [1999], Baek et al. [2001], Cheng et al.
[2001,b], Choi et al. [2002], Lu [2002], Fujisawa et al. [2005], Al-Mdallal and
Kocabiyik [2006], Lee and Lee [2006].
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Flow past two side by side rotationally oscillating cylinders Validation
Validation parameters
Modes listed by Choi et al. [2002]
Mode 1: Umax = 2.0, Stf = 0.165.
Mode 2: Umax = 2.0, Stf = 0.4.
Mode 3: Umax = 2.0, Stf = 0.8.
Mode 4: Umax = 0.6, Stf = 0.8.
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Flow past two side by side rotationally oscillating cylinders Validation
Validation
Figure 41: Vorticity contours for
Mode1
Figure 42: Vorticity contours for
Mode2
Figure 43: Vorticity contours for
Mode3
Figure 44: Vorticity contours for
Mode4
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Flow past two side by side rotationally oscillating cylinders Parameters governing the flow
Parameters governing the flow
Reynolds number of the flow (Re = 100).
Centre to centre distance between the cylinders (T)[1.2 D and 1.5 D].
Maximum rotational velocity Umax .
Frequency of oscillation (Stf ).
Phase difference between oscillation (ϕ).
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Flow past two side by side rotationally oscillating cylinders Proximity effect on two Mode1 cylinders
Proximity effect on two Mode1 cylinders ϕ = 0
Figure 45: Vorticity contours for T = 1.2 and 1.5 D
Figure 46: Cl for History for T = 1.2 D and 1.5 D
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Flow past two side by side rotationally oscillating cylinders Proximity effect on two Mode1 cylinders
Proximity effect on two Mode1 cylinders ϕ = π
Figure 47: Vorticity contours for T = 1.2 and 1.5 D
Figure 48: Cl for history for T = 1.2 D and 1.5 D
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Flow past two side by side rotationally oscillating cylinders Proximity effect on two Mode2 and Mode3 cylinders
Proximity effect on two mode2 and mode3 cylinders,
T = 1.2 D
Figure 49: Vorticity contours for Mode 2 and Mode 3 cylinders
Figure 50: Cl for history for Mode 2 and Mode 3 cylinders
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Flow past two side by side rotationally oscillating cylinders Proximity effect on two Mode2 and Mode3 cylinders
Proximity effect on two mode2 and mode3 cylinders,
T = 1.5 D ϕ = 0
Figure 51: Vorticity contours for Mode 2 and Mode 3 cylinders
Figure 52: Cl for history for Mode 2 cylinders and ϕ = π
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Flow past two side by side rotationally oscillating cylinders Proximity effect on two Mode4 cylinders
Proximity effect on two Mode4 cylinders, ϕ = 0
Figure 53: Vorticity contours for T = 1.2 and 1.5 D
Figure 54: Cl for history for T = 1.2 D and 1.5 D
Supradeepan K (10AE90R05) Defence Seminar 4th
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Flow past two side by side triangular cylinders Review of Literature
Review of existing works on onset of vortex shedding
Onset of vortex shedding by FEM Jackson [1987]
contribution of pressure and viscous forces on the drag coefficient
near the onset of vortex shedding Henderson [1995]
Onset of vortex shedding of a square cylinder by linear stability
analysis Kelkar and Patankar [1992]
Onset of vortex shedding of a triangular cylinder by global mode
analysis Zielinska and Wesfreid [1995] and De and Dalal [2006a]
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Flow past two side by side triangular cylinders Validation
Validation
Table 3: Drag coefficient and Strouhal number for flow past a triangular cylinder
at Re = 50, 100 and 150.
Drag coefficient Strouhal Number
(Cd) (St)
Re 50 Re 100 Re 150 Re 50 Re 100 Re 150
De and Dalal [2006b] 1.5420 1.7607 1.8750 0.1505 0.1982 0.2015
Dhiman and Shyam [2011] 1.5257 1.7316 1.8937 0.1455 0.1916 0.2041
Chatterjee and Mondal [2012] 1.5334 1.7546 1.9037 0.1515 0.1968 0.2029
Present result 1.5395 1.7489 1.8901 0.1532 0.1979 0.2030
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Flow past two side by side triangular cylinders Validation
Global mode Analysis Validation
Figure 55: Amplitude of oscillations for
u and v components of velocity at
y = 0.
Figure 56: Normalised global modes for
u and v components of velocity at
y = 0.
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Flow past two side by side triangular cylinders Validation
ReCr for Triangular cylinder
Figure 57: Re vs Amax for u and A2
max
for v.
Table 4: ReCr for flow past a triangular
cylinder.
ReCr
De and Dalal [2006a] 39.9
Duˇsek et al. [1994] 39.6
Zielinska and Wesfreid [1995] 38.3
Present result 39.71
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Flow past two side by side triangular cylinders Validation
ReCr for circular cylinder
Figure 58: Amplitude of oscillations for
u and v components of velocity at
y = 0.
Figure 59: Re vs Amax for u and A2
max
for v.
Present result 47.72
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Flow past two side by side triangular cylinders Two side by side triangular cylinders
Two side by side triangular cylinders
Figure 60: C1.
Figure 61: C2.
Figure 62: C3.
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Flow past two side by side triangular cylinders Two side by side triangular cylinders
Re = 100, G = 0.2 D
Figure 63: Vorticity and λ2 contours for configurations C1 and C2
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Flow past two side by side triangular cylinders Two side by side triangular cylinders
Re = 100, G = 0.2 D
Figure 64: First POD mode for configurations C1 and C2
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Flow past two side by side triangular cylinders Two side by side triangular cylinders
Re = 100
Figure 65: Vorticity and λ2 contours for configurations C1 and C2, G = 0.4 D
Figure 66: Vorticity and λ2 contours for configuration C3, G = 0.8 D
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Flow past two side by side triangular cylinders Two side by side triangular cylinders
Re = 100
Figure 67: First POD mode for configurations C1 and C2, G = 0.4 D
Figure 68: Energy content of POD modes for periodic and aperiodic flow of
streamwise velocity field.
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Flow past two side by side triangular cylinders Onset of Vortex Shedding
Configuration C1
Figure 69: Amplitude of oscillations for v component of velocity at y = 0, G =
0.2 D and 0.4 D
Figure 70: Re vs A2
max for v for G = 0.2 D and 0.4 D
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Flow past two side by side triangular cylinders Onset of Vortex Shedding
Configuration C2
Figure 71: Amplitude of oscillations for v component of velocity at y = 0, G =
0.2 D and 0.4 D
Figure 72: Re vs A2
max for v for G = 0.2 D and 0.4 D
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Flow past two side by side triangular cylinders Onset of Vortex Shedding
ReCr
Table 5: Critical Reynolds (Recr ) number for different configurations
Configuration C1 Configuration C2
G = 0.2 D 14.53 18.35
G = 0.4 D 22.80 31.86
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Flow past two side by side triangular cylinders Steady Flow
Re = 13
Figure 73: Streamlines for configuration C1,G = 0.2 D and 0.4 D.
Figure 74: Streamlines for configuration C2, G = 0.2 D and 0.4 D.
Figure 75: Streamlines for configuration C3 and G 0.8 D for Re = 13.
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Conclusions Conclusions
Conclusions
1 A second order spatio-temporal accurate Navier-stokes solver is
developed based on CFRUNS with impovements.
2 The above solver is used to
Characterise the flow past two side by side circular cylinders
Characterise the flow past two side by side rotating circular cylinders
Study the lock on characteristics of the flow past two side by side
rotationally oscillating cylinders
Determine the onset of vortex shedding for flow past two side by side
triangular cylinders of various configurations.
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Publications Publications
Publications
1 Supradeepan, K., and Roy, A., 2014. Characterisation and analysis of flow
over two side by side cylinders for different gaps at low Reynolds number: A
numerical approach. Physics of Fluids (1994-present) 26(6).
2 Supradeepan, K., and Roy, A. Low Reynolds number flow characteristics for
two side by side rotating cylinders. ASME Journal of Fluids Engineering
(Accepted).
3 Supradeepan, K., and Roy, A., 2014. Numerical study on low Reynolds
number flow past two side by side triangular cylinders. Proceedings of 44th
AIAA Fluid Dynamics Conference, Atlanta.
4 Supradeepan, K., and Roy, A., 2013. Numerical investigation of convective
heat transfer from a hot wall assisted by a vortex generator geometry.
Proceedings of 22nd
National and 11th ISHMT-ASME Heat and Mass
Transfer Conference, IIT Kharagpur.
5 Supradeepan, K., and Roy, A., 2013. Flow past two side by side rotationally
oscillating cylinders at low Reynolds number. ICTACEM 2014, IIT
Kharagpur.
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Future scope of research Future scope of research
Future scope of research
1 Three dimensional version of the present solver may be developed and applied
to study flow past various geometries like three dimensional cylinders, spheres
etc.
2 In order to enhance the scope of the solver and study real life problems, it
needs to be equipped to solve high Reynolds number turbulent flows. For
this, a suitable turbulence model as well as higher order upwind scheme for
convective terms would have to be incorporated.
3 Implement more features in the solver to enhance its versatility, for example,
by introducing suitable source terms to solve buoyancy driven flows, flows of
electrically and magnetically conducting fluid under an applied field, etc.
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Thank You
Supradeepan K (10AE90R05) Defence Seminar 4th
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References
Al-Mdallal, Q. M., Kocabiyik, S., 2006. Rotational oscillations of a
cylinder in cross-flow. International Journal of Computational Fluid
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Badr, H., Dennis, S., Young, P., 1989. Steady and unsteady flow past a
rotating circular cylinder at low Reynolds numbers. Computers & Fluids
17 (4), 579 – 609.
Baek, S.-J., Lee, S. B., Sung, H. J., 9 2001. Response of a circular
cylinder wake to superharmonic excitation. Journal of Fluid Mechanics
442, 67–88.
Baek, S.-J., Sung, H. J., 1998. Numerical simulation of the flow behind a
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Appendix A λ2
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Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 64 / 72
Appendix A λ2
λ2 criterion
Jeong and Hussain [1995] proposed
λ2 = ∂u
∂x + ∂v
∂y
2
− 4 ∂u
∂x
∂v
∂y − ∂u
∂y
∂v
∂x
λ2 +ve in Shearing region and -ve in swirling region
Figure 76: Contours of λ2 for flow past a circular cylinder at Re = 100.
Figure 77: Vorticity contours for flow past a single circular cylinder at Re = 100.
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 64 / 72
Appendix B Stress in flow field
Stress in flow field
Stress arrise due to periodic variations in the flow
˜u ˜u = (u − u)2
Figure 78: Contours of instantaneous streamwise normal stress for flow past a
circular cylinder at Re = 100. (˜u ˜umin, ˜u ˜umax , ˜u ˜u) ≡(0.01, 0.2, 0.01).
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 65 / 72
Appendix C Proper Orthogonal Decomposition(POD)
Proper Orthogonal Decomposition(POD)
Low-dimensional approximate descriptions of a high-dimensional
process.
Basis for the modal decomposition of an ensemble of functions.
The basis functions it yields are commonly called empirical eigen
functions, empirical basis functions, empirical orthogonal functions,
proper orthogonal modes, or basis vectors.
The most striking feature of the POD is its optimality.
The most efficient way of capturing the dominant components of an
infinite-dimensional process.
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 66 / 72
Appendix C Proper Orthogonal Decomposition(POD)
POD
Method of snapshots has been used in the present study.
Method of residual is followed.
Flow past a square cylinder
Reynolds number of the flow considered 100
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 67 / 72
Appendix C Proper Orthogonal Decomposition(POD)
POD Convergence
η (N) = Ω ϕN+1
1 (x) − ϕN
1 (x) dx.
Figure 79: Convergence of the first eigenmode of streamwise velocity conponent
(u) for single circular cylinder.
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 68 / 72
Appendix C Proper Orthogonal Decomposition(POD)
POD on square cylinder
Figure 80: First Mode
Figure 81: Second Mode
Figure 82: Third Mode
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 69 / 72
Appendix C Proper Orthogonal Decomposition(POD)
POD on square cylinder
Figure 83: Fourth Mode
Figure 84: Fifth Mode
Figure 85: Sixth Mode
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 70 / 72
Appendix C Proper Orthogonal Decomposition(POD)
POD on circular cylinder
Figure 86: First, Third, Fifth and Seventh modes
Figure 87: Energy content of POD modes
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 71 / 72
Appendix C Proper Orthogonal Decomposition(POD)
POD Validation
Figure 88: Actual instantaneous data.
Figure 89: Reconstructed instantaneous data.
Supradeepan K (10AE90R05) Defence Seminar 4th
March, 2015 72 / 72

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DefenceSeminar

  • 1. NUMERICAL SIMULATION AND ANALYSIS OF LOW REYNOLDS NUMBER FLOW PAST TWO SIDE BY SIDE CYLINDERS Supradeepan K under the guidance of Dr. Arnab Roy Department of Aerospace Engineering, Indian Institute of Technology, Kharagpur. 4th March, 2015 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 1 / 72
  • 2. Overview Overview Introduction. Governing equations. Objective and scope of present research work. Initial and boundary conditions. Results and discussion. Conclusions. Publications. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 2 / 72
  • 3. Introduction Introduction Flow past 2D and 3D geometies have real time applications Airfoils, Wings, Earth fixed structures, Heat exchangers, Cooling in electronic devices etc. Analytical solutions of Navier-Stokes equations involve lot of simplifying assumptions. Exact solutions are available only for a few selected flow problems. Numerical solution of these equations have attracted the attention of researchers. Large number of numerical solvers have come up for solving a variety of flow problems using these equations. CFRUNS is one such solver for incompressible flows. This presentation is about the developments and applications of CFRUNS. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 3 / 72
  • 4. Governing Equations Governing Equations The non-dimensional, conservative form of governing equations in primitive variables for two dimensional incompressible viscous flow without body forces are Continuity Equation: ∂u ∂x + ∂v ∂y = 0 X - Momentum Equation: ∂u ∂t + ∂u2 ∂x + ∂uv ∂y = −∂p ∂x + 1 Re ∂2u ∂x2 + ∂2u ∂y2 Y - Momentum Equation: ∂v ∂t + ∂uv ∂x + ∂v2 ∂y = −∂p ∂y + 1 Re ∂2v ∂x2 + ∂2v ∂y2 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 4 / 72
  • 5. Objective and Scope of the work Objective and Scope of the work 1 Development and improvements of CFRUNS 2 Application of the solver in 2D flow problems Flow past two side by side circular cylinders. Flow past two side by side rotating cylinders. Flow past two side by side rotationally oscillating cylinders. Flow past two side by side triangular cylinders. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 5 / 72
  • 6. Brief literature review NS Solver Review on existing work in CFRUNS Development of Navier-Stokes Solver CFR Roy and Bandyopadhyay [2006] CFRUNS Harichandan and Roy [2010] Improvements in Derivative calculation Existing CFR and CFRUNS −→ Taylor Series based Least Square based gradient reconstruction Mavriplis [June 2003] Improvements in Temporal Accuracy Existing CFR and CFRUNS −→ Euler interpolation Adams-Bashforth second order Improvements in implementation of boundary condition Existing CFRUNS −→ Dirichlet and Neumann Convective outflow boundary condition Orlanski [1976] Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 6 / 72
  • 7. CFRUNS Numerical Scheme Numerical Scheme Consistent Flux Reconstrution for Unstructured Grids (CFRUNS) Two dimensional Incompressible solver Primitive variable formulation Unstructured collocated mesh Explicit algorithm Finite volume discretization Pressure is calculated from pressure Poisson equation Improved CFRUNS is a second order spatio-temporal accurate scheme Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 7 / 72
  • 8. CFRUNS Initial and B.C’s Initial and Boundary Conditions Initial Conditions u = u∞ = 1.0 v = v∞ = 0.0 p = p∞ = 0.0 Figure 1: Computational Domain. Boundary Conditions Boundary u v p Inflow u = u∞ v = 0.0 ∂p ∂x = 0.0 Outflow ∂u ∂t + Uc ∂u ∂x = 0 ∂v ∂t + Uc ∂v ∂x = 0 p = 0.0 Top and Bottom ∂u ∂y = 0 v = 0.0 ∂p ∂y = 0 On the Body u = 0.0 v = 0.0 ∂p ∂n = 0.0 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 8 / 72
  • 9. CFRUNS Validation Validation of CFRUNS Lid driven cavity. Unconfined flow past circular cylinder. Unconfined flow past square cylinder. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 9 / 72
  • 10. CFRUNS Validation Lid driven Cavity Figure 2: x-component of velocity (u) at the mid vertical plane at steady state Figure 3: y-component of velocity (v) at the mid horizontal plane at steady state Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 10 / 72
  • 11. CFRUNS Validation Flow past circular cylinder at Re = 100 Figure 4: Streamlines and vorticity contours for flow past a circular cylinder. Figure 5: Time history of force coefficients for a circular cylinder. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 11 / 72
  • 12. CFRUNS Validation Flow past circular cylinder Table 1: Lift, drag coefficient and Strouhal number for flow around a single circular cylinder at Re = 100 and 200. Lift coefficient Drag coefficient Strouhal Number (Cl) (Cd) (St) Re 100 Re 200 Re 100 Re 200 Re 100 Re 200 Braza et al. [1986] ± 0.25 ± 0.75 1.366 ± 0.015 1.40 ± 0.05 0.160 0.200 Meneghini et al. [2001] - - 1.37 ± 0.010 1.30 ± 0.05 0.165 0.196 Ding et al. [2007] ± 0.287 ± 0.659 1.356 ± 0.010 1.38 ± 0.05 0.166 0.196 Harichandan and Roy [2010] ± 0.278 ± 0.602 1.352 ± 0.010 1.352 ± 0.010 0.161 0.192 Present result ± 0.275 ± 0.652 1.360 ± 0.010 1.42 ± 0.05 0.165 0.198 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 12 / 72
  • 13. CFRUNS Validation Flow past square cylinder at Re = 100 Figure 6: Streamlines and vorticity contours for flow past a square cylinder. Table 2: Time averaged drag coefficient and Strouhal number for flow around a single square cylinder. Drag coefficient (Cd) Strouhal Number (St) Franke et al. [1990] 1.61 0.154 Davis and Moore [1982] 1.63 0.15 Robichaux et al. [1999] 1.53 0.154 Present result 1.65 0.153 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 13 / 72
  • 14. Tools used Tools used Vorticity contours. Force coefficients. λ2 criterion. Proper Orthogonal Decomposition (POD). Instantaneous streamwise normal stress. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 14 / 72
  • 15. Flow past two side by side circular cylinders Literatures on circular cylinders Review of existing works on circular cylinders Single Cylinder Near wake region of the cylinder Bloor [1964] Experiments to find the distribution of velocity and pressure Nishioka and Sato [1974] Variety of problems were attempted for Re between 100 and 300 Harlow et al. [1965], Patankar and Spalding [1972], Hirt et al. [1975], Braza et al. [1986], Breuer [1998] Two side by side Cylinder Numerical and experimental investigation has been reported by Bearman and Wadcock [1973], Zdravkovich [1977], Williamson [1985], Chang and Song [1990], Kang [2003], Sumner et al. [2005], Inoue et al. [2006], Ding et al. [2007], Liu et al. [2007], Xu et al. [2003], Yoon and Yang [2009], Existing research focuses on force coefficients and various wake patterns. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 15 / 72
  • 16. Flow past two side by side circular cylinders Computational Domain Computational Domain Figure 7: Computational Domain. Reynolds number of the flow (Re = 100). Centre to centre distance between the cylinders (T) [1.1 D - 8.0 D]. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 16 / 72
  • 17. Flow past two side by side circular cylinders Single bluff body periodic regime Single bluff body periodic regime 1.1 D ≤ T ≤ 1.3 D Figure 8: Contours of vorticity, λ2 and instantaneous stream wise normal stress. Figure 9: First and third POD modes. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 17 / 72
  • 18. Flow past two side by side circular cylinders Single bluff body periodic regime Single bluff body periodic regime 1.1 D ≤ T ≤ 1.3 D Figure 10: History of force coefficients. Figure 11: Phase portraits. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 18 / 72
  • 19. Flow past two side by side circular cylinders Aperiodic regime Aperiodic regime 1.4 D ≤ T ≤ 2.2 D Figure 12: Contours of vorticity, λ2 and instantaneous stream wise normal stress. Figure 13: First and third POD modes. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 19 / 72
  • 20. Flow past two side by side circular cylinders Aperiodic regime Aperiodic regime 1.4 D ≤ T ≤ 2.2 D Figure 14: History of lift coefficients. Figure 15: Phase portraits. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 20 / 72
  • 21. Flow past two side by side circular cylinders Anti-phase Synchronised Regime Anti-phase Synchronised Regime 3.2 D ≤ T ≤ 7.9 D Figure 16: Contours of vorticity, λ2 and instantaneous stream wise normal stress. Figure 17: First and third POD modes. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 21 / 72
  • 22. Flow past two side by side circular cylinders Anti-phase Synchronised Regime Anti-phase Synchronised Regime 3.2 D ≤ T ≤ 7.9 D Figure 18: History of force coefficients. Figure 19: Phase portraits. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 22 / 72
  • 23. Flow past two side by side circular cylinders In-phase Synchronised Regime In-phase Synchronised Regime T ≥ 8.0 D Figure 20: Contours of vorticity, λ2 and instantaneous stream wise normal stress. Figure 21: First and third POD modes. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 23 / 72
  • 24. Flow past two side by side circular cylinders In-phase Synchronised Regime In-phase Synchronised Regime T ≥ 8.0 D Figure 22: History of force coefficients. Figure 23: Phase portraits. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 24 / 72
  • 25. Flow past two side by side circular cylinders Transformation Regime Transformation Regime 2.3 D ≤ T ≤ 3.1 D T = 3.1 D Figure 24: Vorticity contours. Figure 25: Contours of λ2 and instantaneous stream wise normal stress. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 25 / 72
  • 26. Flow past two side by side circular cylinders Transformation Regime Transformation Regime 2.3 D ≤ T ≤ 3.1 D Figure 26: History of drag coefficients for T = 2.7 D Figure 27: History of drag coefficients for T = 3.1 D Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 26 / 72
  • 27. Flow past two side by side circular cylinders Transformation Regime Transformation Regime 2.3 D ≤ T ≤ 3.1 D Figure 28: Phase portraits 40<t<200. Figure 29: Phase portraits 200<t<400. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 27 / 72
  • 28. Flow past two side by side rotating cylinders Review of Literature Review of existing works on rotating cylinders Single Cylinder Lift coefficients increase with increasing rotational velocity Townsend [1980] Strouhal number increases with increasing Re for the rotating cylinder Badr et al. [1989] Steady solutions at Re = 60 and 100 for rotating cylinders Tang and Ingham [1991] Tokumaru and Dimotakis [1993], Chen et al. [1993], Hu et al. [1996], Kang et al. [1999], Mittal [2001a], Mittal [2001b], Mittal [2003], Padrino and Joseph [2006] Two side by side Cylinder Some earlier investigations Ueda et al. [2003], Yoon et al. [2007], Guo et al. [2009], Yoon et al. [2009], Chan and Jameson [2010], Kumar et al. [2011]. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 28 / 72
  • 29. Flow past two side by side rotating cylinders Validation of single rotating cylinder Validation of single rotating cylinder at Re = 100 Figure 30: Variation of time averaged force coefficients with rotation speed ratio for single rotating cylinder. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 29 / 72
  • 30. Flow past two side by side rotating cylinders Parameters governing the flow Parameters governing the flow Reynolds number of the flow (Re = 100). Centre to centre distance between the cylinders (T) [1.1 D - 3.5 D]. Rotational speed ratio α [0, 0.5, 1.0, 1.25]. Direction of rotation. Figure 31: Direction of rotation. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 30 / 72
  • 31. Flow past two side by side rotating cylinders Zones of various regimes Zones of various regimes Figure 32: Zones of various regimes A −→ Single bluffbody periodic regime B −→ Aperiodic regime C −→ Steady state regime D −→ Periodic oscillation with unstable wake E −→ Periodic oscillation with constant amplitude F −→ Periodic oscillation with amplitude modulation G −→ Anti-phase synchronised regime H −→ Transform regime Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 31 / 72
  • 32. Flow past two side by side rotating cylinders Single bluffbody periodic regime Regimes discussed in the previous section Single bluffbody periodic Regime [Zone A] T = 1.1 D to 1.3 D for α = 0.5 and 1.0 Aperiodic Regime [Zone B] T = 1.5 D to T = 2.4 D for α = 0.5 T = 2.3 D for α = 1.0 Transformation Regime [Zone H] T = 2.5 D to T = 3.4 D for α = 0.5 Anti-phase Synchronised Regime [Zone G] T ≥ 3.5 D for α = 0.5 and 1.0 T ≥ 2.6 D for α = 1.25 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 32 / 72
  • 33. Flow past two side by side rotating cylinders Steady state regime (Zone C) Steady state regime (Zone C) Figure 33: Contours of vorticity and λ2 for T= 1.5 D and α = 1.0. Figure 34: History of force coefficients for T= 1.5 D and α = 1.0. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 33 / 72
  • 34. Flow past two side by side rotating cylinders Periodic oscillation due to unstable wake (Zone D) Periodic oscillation due to unstable wake (Zone D) Figure 35: Contours of vorticity and λ2 for T= 2.4 D and α = 1.25. Figure 36: History of force coefficients for T= 2.4 D and α = 1.25. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 34 / 72
  • 35. Flow past two side by side rotating cylinders Periodic oscillation with constant amplitude (Zone E) Periodic oscillation with constant amplitude (Zone E) Figure 37: Contours of vorticity and λ2 for T= 1.9 D and α = 1.0. Figure 38: History of force coefficients for T= 1.9 D and α = 1.0. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 35 / 72
  • 36. Flow past two side by side rotating cylinders Periodic oscillation with amplitude modulation (Zone F) Periodic oscillation with amplitude modulation (Zone F) Figure 39: Contours of vorticity and λ2 for T= 2.5 D and α = 1.0. Figure 40: History of force coefficients for T= 2.5 D and α = 1.0. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 36 / 72
  • 37. Flow past two side by side rotationally oscillating cylinders Review of Literature Review of existing works on oscillating cylinder Drag reduction and synchronisation of wake patterns Chou [1997] Lock-on regime at Re = 110 Baek and Sung [1998] Lock-on phenomenon occurs within a band of frequency that encompasses the natural frequency Mahfouz and Badr [1999] Identified four different modes Tokumaru and Dimotakis [1993] Lu and Sato [1996], Mahfouz and Badr [1999], Baek et al. [2001], Cheng et al. [2001,b], Choi et al. [2002], Lu [2002], Fujisawa et al. [2005], Al-Mdallal and Kocabiyik [2006], Lee and Lee [2006]. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 37 / 72
  • 38. Flow past two side by side rotationally oscillating cylinders Validation Validation parameters Modes listed by Choi et al. [2002] Mode 1: Umax = 2.0, Stf = 0.165. Mode 2: Umax = 2.0, Stf = 0.4. Mode 3: Umax = 2.0, Stf = 0.8. Mode 4: Umax = 0.6, Stf = 0.8. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 38 / 72
  • 39. Flow past two side by side rotationally oscillating cylinders Validation Validation Figure 41: Vorticity contours for Mode1 Figure 42: Vorticity contours for Mode2 Figure 43: Vorticity contours for Mode3 Figure 44: Vorticity contours for Mode4 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 39 / 72
  • 40. Flow past two side by side rotationally oscillating cylinders Parameters governing the flow Parameters governing the flow Reynolds number of the flow (Re = 100). Centre to centre distance between the cylinders (T)[1.2 D and 1.5 D]. Maximum rotational velocity Umax . Frequency of oscillation (Stf ). Phase difference between oscillation (ϕ). Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 40 / 72
  • 41. Flow past two side by side rotationally oscillating cylinders Proximity effect on two Mode1 cylinders Proximity effect on two Mode1 cylinders ϕ = 0 Figure 45: Vorticity contours for T = 1.2 and 1.5 D Figure 46: Cl for History for T = 1.2 D and 1.5 D Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 41 / 72
  • 42. Flow past two side by side rotationally oscillating cylinders Proximity effect on two Mode1 cylinders Proximity effect on two Mode1 cylinders ϕ = π Figure 47: Vorticity contours for T = 1.2 and 1.5 D Figure 48: Cl for history for T = 1.2 D and 1.5 D Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 42 / 72
  • 43. Flow past two side by side rotationally oscillating cylinders Proximity effect on two Mode2 and Mode3 cylinders Proximity effect on two mode2 and mode3 cylinders, T = 1.2 D Figure 49: Vorticity contours for Mode 2 and Mode 3 cylinders Figure 50: Cl for history for Mode 2 and Mode 3 cylinders Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 43 / 72
  • 44. Flow past two side by side rotationally oscillating cylinders Proximity effect on two Mode2 and Mode3 cylinders Proximity effect on two mode2 and mode3 cylinders, T = 1.5 D ϕ = 0 Figure 51: Vorticity contours for Mode 2 and Mode 3 cylinders Figure 52: Cl for history for Mode 2 cylinders and ϕ = π Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 44 / 72
  • 45. Flow past two side by side rotationally oscillating cylinders Proximity effect on two Mode4 cylinders Proximity effect on two Mode4 cylinders, ϕ = 0 Figure 53: Vorticity contours for T = 1.2 and 1.5 D Figure 54: Cl for history for T = 1.2 D and 1.5 D Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 45 / 72
  • 46. Flow past two side by side triangular cylinders Review of Literature Review of existing works on onset of vortex shedding Onset of vortex shedding by FEM Jackson [1987] contribution of pressure and viscous forces on the drag coefficient near the onset of vortex shedding Henderson [1995] Onset of vortex shedding of a square cylinder by linear stability analysis Kelkar and Patankar [1992] Onset of vortex shedding of a triangular cylinder by global mode analysis Zielinska and Wesfreid [1995] and De and Dalal [2006a] Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 46 / 72
  • 47. Flow past two side by side triangular cylinders Validation Validation Table 3: Drag coefficient and Strouhal number for flow past a triangular cylinder at Re = 50, 100 and 150. Drag coefficient Strouhal Number (Cd) (St) Re 50 Re 100 Re 150 Re 50 Re 100 Re 150 De and Dalal [2006b] 1.5420 1.7607 1.8750 0.1505 0.1982 0.2015 Dhiman and Shyam [2011] 1.5257 1.7316 1.8937 0.1455 0.1916 0.2041 Chatterjee and Mondal [2012] 1.5334 1.7546 1.9037 0.1515 0.1968 0.2029 Present result 1.5395 1.7489 1.8901 0.1532 0.1979 0.2030 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 47 / 72
  • 48. Flow past two side by side triangular cylinders Validation Global mode Analysis Validation Figure 55: Amplitude of oscillations for u and v components of velocity at y = 0. Figure 56: Normalised global modes for u and v components of velocity at y = 0. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 48 / 72
  • 49. Flow past two side by side triangular cylinders Validation ReCr for Triangular cylinder Figure 57: Re vs Amax for u and A2 max for v. Table 4: ReCr for flow past a triangular cylinder. ReCr De and Dalal [2006a] 39.9 Duˇsek et al. [1994] 39.6 Zielinska and Wesfreid [1995] 38.3 Present result 39.71 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 49 / 72
  • 50. Flow past two side by side triangular cylinders Validation ReCr for circular cylinder Figure 58: Amplitude of oscillations for u and v components of velocity at y = 0. Figure 59: Re vs Amax for u and A2 max for v. Present result 47.72 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 50 / 72
  • 51. Flow past two side by side triangular cylinders Two side by side triangular cylinders Two side by side triangular cylinders Figure 60: C1. Figure 61: C2. Figure 62: C3. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 51 / 72
  • 52. Flow past two side by side triangular cylinders Two side by side triangular cylinders Re = 100, G = 0.2 D Figure 63: Vorticity and λ2 contours for configurations C1 and C2 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 52 / 72
  • 53. Flow past two side by side triangular cylinders Two side by side triangular cylinders Re = 100, G = 0.2 D Figure 64: First POD mode for configurations C1 and C2 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 53 / 72
  • 54. Flow past two side by side triangular cylinders Two side by side triangular cylinders Re = 100 Figure 65: Vorticity and λ2 contours for configurations C1 and C2, G = 0.4 D Figure 66: Vorticity and λ2 contours for configuration C3, G = 0.8 D Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 54 / 72
  • 55. Flow past two side by side triangular cylinders Two side by side triangular cylinders Re = 100 Figure 67: First POD mode for configurations C1 and C2, G = 0.4 D Figure 68: Energy content of POD modes for periodic and aperiodic flow of streamwise velocity field. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 55 / 72
  • 56. Flow past two side by side triangular cylinders Onset of Vortex Shedding Configuration C1 Figure 69: Amplitude of oscillations for v component of velocity at y = 0, G = 0.2 D and 0.4 D Figure 70: Re vs A2 max for v for G = 0.2 D and 0.4 D Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 56 / 72
  • 57. Flow past two side by side triangular cylinders Onset of Vortex Shedding Configuration C2 Figure 71: Amplitude of oscillations for v component of velocity at y = 0, G = 0.2 D and 0.4 D Figure 72: Re vs A2 max for v for G = 0.2 D and 0.4 D Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 57 / 72
  • 58. Flow past two side by side triangular cylinders Onset of Vortex Shedding ReCr Table 5: Critical Reynolds (Recr ) number for different configurations Configuration C1 Configuration C2 G = 0.2 D 14.53 18.35 G = 0.4 D 22.80 31.86 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 58 / 72
  • 59. Flow past two side by side triangular cylinders Steady Flow Re = 13 Figure 73: Streamlines for configuration C1,G = 0.2 D and 0.4 D. Figure 74: Streamlines for configuration C2, G = 0.2 D and 0.4 D. Figure 75: Streamlines for configuration C3 and G 0.8 D for Re = 13. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 59 / 72
  • 60. Conclusions Conclusions Conclusions 1 A second order spatio-temporal accurate Navier-stokes solver is developed based on CFRUNS with impovements. 2 The above solver is used to Characterise the flow past two side by side circular cylinders Characterise the flow past two side by side rotating circular cylinders Study the lock on characteristics of the flow past two side by side rotationally oscillating cylinders Determine the onset of vortex shedding for flow past two side by side triangular cylinders of various configurations. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 60 / 72
  • 61. Publications Publications Publications 1 Supradeepan, K., and Roy, A., 2014. Characterisation and analysis of flow over two side by side cylinders for different gaps at low Reynolds number: A numerical approach. Physics of Fluids (1994-present) 26(6). 2 Supradeepan, K., and Roy, A. Low Reynolds number flow characteristics for two side by side rotating cylinders. ASME Journal of Fluids Engineering (Accepted). 3 Supradeepan, K., and Roy, A., 2014. Numerical study on low Reynolds number flow past two side by side triangular cylinders. Proceedings of 44th AIAA Fluid Dynamics Conference, Atlanta. 4 Supradeepan, K., and Roy, A., 2013. Numerical investigation of convective heat transfer from a hot wall assisted by a vortex generator geometry. Proceedings of 22nd National and 11th ISHMT-ASME Heat and Mass Transfer Conference, IIT Kharagpur. 5 Supradeepan, K., and Roy, A., 2013. Flow past two side by side rotationally oscillating cylinders at low Reynolds number. ICTACEM 2014, IIT Kharagpur. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 61 / 72
  • 62. Future scope of research Future scope of research Future scope of research 1 Three dimensional version of the present solver may be developed and applied to study flow past various geometries like three dimensional cylinders, spheres etc. 2 In order to enhance the scope of the solver and study real life problems, it needs to be equipped to solve high Reynolds number turbulent flows. For this, a suitable turbulence model as well as higher order upwind scheme for convective terms would have to be incorporated. 3 Implement more features in the solver to enhance its versatility, for example, by introducing suitable source terms to solve buoyancy driven flows, flows of electrically and magnetically conducting fluid under an applied field, etc. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 62 / 72
  • 63. Thank You Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 63 / 72
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  • 73. References Townsend, P., 1980. A numerical simulation of newtonian and visco-elastic flow past stationary and rotating cylinders. Journal of Non-Newtonian Fluid Mechanics 6 (34), 219 – 243. Ueda, Y., Sellier, A., Kida, T., Nakanishi, M., 2003. On the low-reynolds-number flow about two rotating circular cylinders. Journal of Fluid Mechanics 495, 255–281. Williamson, C. H. K., Sept. 1985. Evolution of a single wake behind a pair of bluff bodies. Journal of Fluid Mechanics 159, 1–18. Xu, S. J., Zhou, Y., So, R. M. C., 2003. Reynolds number effects on the flow structure behind two side-by-side cylinders. Physics of Fluids 15 (5), 1214–1219. Yoon, D.-H., Yang, K.-S., 2009. Characterization of flow pattern past two spheres in proximity. Physics of Fluids 21 (7), 073603. Yoon, H. S., Chun, H. H., Kim, J. H., Park, I. R., 2009. Flow characteristics of two rotating side-by-side circular cylinder. Computers & Fluids 38 (2), 466 – 474. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 63 / 72
  • 74. Appendix A λ2 Yoon, H. S., Kim, J. H., Chun, H. H., Choi, H. J., 2007. Laminar flow past two rotating circular cylinders in a side-by-side arrangement. Physics of Fluids (1994-present) 19 (12), 128103. Zdravkovich, M. M., Dec. 1977. Review - review of flow interference between two circular cylinders in various arrangements. ASME Journal of Fluids Engineering 99 (4), 618–633. Zielinska, B. J. A., Wesfreid, J. E., 1995. On the spatial structure of global modes in wake flow. Physics of Fluids 7 (6), 1418–1424. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 64 / 72
  • 75. Appendix A λ2 λ2 criterion Jeong and Hussain [1995] proposed λ2 = ∂u ∂x + ∂v ∂y 2 − 4 ∂u ∂x ∂v ∂y − ∂u ∂y ∂v ∂x λ2 +ve in Shearing region and -ve in swirling region Figure 76: Contours of λ2 for flow past a circular cylinder at Re = 100. Figure 77: Vorticity contours for flow past a single circular cylinder at Re = 100. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 64 / 72
  • 76. Appendix B Stress in flow field Stress in flow field Stress arrise due to periodic variations in the flow ˜u ˜u = (u − u)2 Figure 78: Contours of instantaneous streamwise normal stress for flow past a circular cylinder at Re = 100. (˜u ˜umin, ˜u ˜umax , ˜u ˜u) ≡(0.01, 0.2, 0.01). Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 65 / 72
  • 77. Appendix C Proper Orthogonal Decomposition(POD) Proper Orthogonal Decomposition(POD) Low-dimensional approximate descriptions of a high-dimensional process. Basis for the modal decomposition of an ensemble of functions. The basis functions it yields are commonly called empirical eigen functions, empirical basis functions, empirical orthogonal functions, proper orthogonal modes, or basis vectors. The most striking feature of the POD is its optimality. The most efficient way of capturing the dominant components of an infinite-dimensional process. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 66 / 72
  • 78. Appendix C Proper Orthogonal Decomposition(POD) POD Method of snapshots has been used in the present study. Method of residual is followed. Flow past a square cylinder Reynolds number of the flow considered 100 Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 67 / 72
  • 79. Appendix C Proper Orthogonal Decomposition(POD) POD Convergence η (N) = Ω ϕN+1 1 (x) − ϕN 1 (x) dx. Figure 79: Convergence of the first eigenmode of streamwise velocity conponent (u) for single circular cylinder. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 68 / 72
  • 80. Appendix C Proper Orthogonal Decomposition(POD) POD on square cylinder Figure 80: First Mode Figure 81: Second Mode Figure 82: Third Mode Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 69 / 72
  • 81. Appendix C Proper Orthogonal Decomposition(POD) POD on square cylinder Figure 83: Fourth Mode Figure 84: Fifth Mode Figure 85: Sixth Mode Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 70 / 72
  • 82. Appendix C Proper Orthogonal Decomposition(POD) POD on circular cylinder Figure 86: First, Third, Fifth and Seventh modes Figure 87: Energy content of POD modes Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 71 / 72
  • 83. Appendix C Proper Orthogonal Decomposition(POD) POD Validation Figure 88: Actual instantaneous data. Figure 89: Reconstructed instantaneous data. Supradeepan K (10AE90R05) Defence Seminar 4th March, 2015 72 / 72