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    126  Progress in Computational Fluid Dynamics, Vol. 16, No. 2, 2016  

    Copyright © 2016 Inderscience Enterprises Ltd. 

    Investigation of a wake formation for flow over acylinder using Lagrangian coherent structures

     Ali Bahadir Olcay

    Department of Mechanical Engineering,Yeditepe University,

    Istanbul, 34755, Turkey

    Email: [email protected]

    Abstract: In this study, flow over a cylinder was investigated to understand the physics of fluid

    motion in the wake region. Eulerian velocity field attained from computational fluid dynamicsmodel while Lagrangian information obtained from finite time Lyapunov exponent fields

    illustrated how a vortex formation takes place once it is detached from the cylinder.

    Keywords: wake evolution behind the cylinder; Lagrangian coherent structures; LCSs.

    Reference to this paper should be made as follows: Olcay, A.B. (2016) ‘Investigation of a wake

    formation for flow over a cylinder using Lagrangian coherent structures’,  Progress in

    Computational Fluid Dynamics, Vol. 16, No. 2, pp.126–130.

    Biographical notes:  Ali Bahadir Olcay received his BS, MS and PhD degrees in Mechanical

    Engineering from Middle East Technical University, Southern Illinois University Edwardsvilleand Southern Methodist University, respectively. He is currently an Assistant Professor in the

    Department of Mechanical Engineering at Yeditepe University.

    1 Introduction

    Flow field over a blunt body has attracted many researchers’

    attention due to the wake region taking place behind the

     body. The wake region becomes responsible for lower pressure at the downstream and this pressure variation

     between upstream and downstream eventually results in

    large drag.

    In earlier work of Roshko (1952), wake development

     behind circular cylinder has been studied. They used a low

    speed wind tunnel to investigate the flow behind the

    cylinder for Reynolds number from 40 to 10,000. They

    reported that in the ranges of 40 to 150, 150 to 300, and 300

    to 10,000, the wake patterns are stable, transitory

    and irregular, respectively. Saiki and Biringen (1996)

    investigated stationary as well as moving cylinders in

    uniform flow at low Reynolds number using a virtual

     boundary technique. They compared separation angle, dragcoefficient and Strouhal number with previous experimental

    and numerical results and concluded that virtual boundary

    technique provides promising results for steady and

    unsteady flow problems. Recently, Benim et al. (2008)

    investigated turbulent flow over a circular cylinder by

    employing RANS, URANS, LES and DES. Their findings

    showed that while two dimensional RANS were under

     predicting drag coefficient obtained from experiments for a

    wide range of Reynolds number, two dimensional URANS

    was over predicting drag coefficients.

    The physics of the fluid motion in the wake of the flow

    over cylinder is the primary focus of the present study.Wake formation has been investigated using the Lagrangian

    coherent structure (LCS) method to understand how the

    wake forms behind the cylinder. Specifically, emphasis will

     be on how the separated shear layer forms the wake and

    once the vortex is formed, how it grows and becomes part

    of the vortex street at the downstream.

    2 Numerical simulation

    2.1 Numerical model

    Flow over cylinder is simulated using the flow domain

    shown in Figure 1(a). In the figure, the  x- y plane represents

    two-dimensional domain with dimensions of 50 D in length

    and 20 D  in height and  D  is the cylinder diameter. To

    simulate the flow field over the cylinder, a uniform

    horizontal inlet velocity, U , was provided over the left side

    of the domain while ambient pressure conditions werespecified over the domain’s right side boundary. Symmetry

    was defined over the upper and the lower part of the domain

    and the no-slip condition was applied to the wall of cylinder

    to consider viscosity as shown in Figure 1(a).

    The domain was discretised for both  x and  y directions

    with increased mesh density around the cylinder wall and

     behind the cylinder at the downstream as shown in

    Figure 1(b) so that wall gradients can be properly resolved

    during the flow evolution process. 45,760 quadrilateral cells

    were employed for the solution domain. The two

    dimensional, unsteady, incompressible Navier-Stokes

    equations with zero swirl given in equation (1) were used to

    simulate the flow evolution.

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       Investigation of a wake formation for flow over a cylinder using Lagrangian coherent structures 127 

    2 2

    2 2

    2 2

    2 2

    0

    1

    1

     y x

     x x x x x x y

     y y y y y x y

    uu

     x y

    u u u p u uu u   ν

    t x y   ρ  x x y

    u u u u u pu u   ν

    t x y   ρ  y x y

    ∂∂+ =

    ∂ ∂

    ⎡ ⎤∂ ∂ ∂ − ∂ ∂ ∂+ + = + +⎢ ⎥∂ ∂ ∂ ∂ ∂ ∂⎣ ⎦

    ∂ ∂ ∂ ∂ ∂⎡ ⎤− ∂+ + = + +⎢ ⎥

    ∂ ∂ ∂ ∂ ∂ ∂⎣ ⎦

      (1)

    The non-dimensional number used to characterise the flow

    field is the Reynolds number ( Re) defined as Re  ρUD

     μ=  

    where U  is the inlet velocity, D is the cylinder diameter, ρ is

    the fluid density and µ is the dynamics viscosity of the fluid.

    In this study, Reynolds number is taken to be 10,000 so that

     boundary layer remains laminar since it is less than critical

    Reynolds number of 300,000 and Karman vortex street is

    expected to appear at the downstream (i.e., behind the

    cylinder). Strouhal number (Sr ) defined as , fD

    Sr U 

    =  where

     f  is vortices shedding frequency, is another non-dimensional

    number which describes the flow field oscillations due to

    the vortex shedding frequency.

    Table 1  Convergence analysis and model validation results

    for domain size of 50 D by 20 D with 45,760 elements

     Flow features Present results Literature results

    (Williamson, 1996)

    θ  at Re = 104  80.50 800

    Sr  at Re = 104  0.19 0.2

    Flow features Present results Literature results*C d  at Re = 10

    4  1.24 1.17

    C d  at Re = 1.56 × 104  1.26 1.18

    C d  at Re = 2.92 × 104  1.27 1.19

    Source:  *Data extracted from Figure 8 ofBenim et al. (2008)

    Domain and grid convergence analysis have been performed

    to determine domain and mesh sizes. The separation angle

    (θ  ), drag coefficient (C d ) and Sr   were used to monitor

    domain and space convergence. Domain convergence was

    tested for three different domain sizes with  L  = 25 D  and

    W  = 10 D, L = 50 D and W  = 20 D, L = 100 D and W  = 40 D,where  L  and W   are the domain length and width,

    respectively. The domain size of 50 D  by 20 D  resulted in

    0.66% and 3% differences from documented θ   and Sr  

    number as in Table 1. Grid convergence was tested for three

    different meshes with elements of 24,880, 45,760 and

    92,000. θ , Sr   and C d   for 45760 elements showed only

    0.59%, 1.18% and 1.62% differences from that of 92,000

    elements, respectively. Model also has been tested at

    different Re and results are given in Table 1.

    Figure 1  (a) The solution domain (b) The solution domainshowing 45,760 quadrilateral cells placed with

    increased mesh density around the cylinder wall and behind the cylinder at the downstream (see onlineversion for colours)

    40D 

    50D 

    DInlet

    Wall

    Outlet 20D

    Symmetry

    Symmetry

     x 

    y  

    2.2 LCSs technique

    A fluid particle’s trajectory at position x0 at time t 0 is given

    as the solution of the initial value problem,

    ( ) ( )( )0 0 0 0; , ; , ,t t t t t  =x x V x x   (2)

    ( )0 0 0 0; ,t t    =x x x  

    where x(t ; t 0, x0) is the position of the fluid particle at time t  

    which was at x0 at time t 0 and V is the velocity of the fluid particle at time t , which was at x0  at time t 0. The velocity

    field on the right hand side of equation (2) can be derived

    from the CFD solution of the flow problem. The solution to

    the initial value problem given by equation (2) can be

    treated as a flow map 00

    0( )t T 

    t + xφ   that describes the position

    information of the fluid particle at time t  = t 0 + T  which was

    initially (i.e., at t  = t 0) at x0. The flow map can be expressed

    as

    ( )   ( )00

    0 0 0 0; , .t T 

    t t T t + = +x x xφ    (3)

    The finite time Lyapunov exponent (FTLE) is then defined

    as

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    128  A.B. Olcay 

    0max

    1( ) ln

    | |T t σ λ

    T ≡x   (4)

    where λmax is the maximum eigenvalue of

    ( ) ( )0 00 0

    *( ) ( )t T t T  

    t t + +∇ ∇x xφ φ    (5)

    where ( )*  implies the adjoint (transpose) operation. It can

     be shown (Shadden et al., 2005) that the separation of

     particles advected by the flow is proportional to 0( )| |

    .T t 

    σ  T e

    Figure 2  Stable and unstable manifolds showing transport barriers in the flow over a cylinder at t * = 0.50

    Unstablemanifolds

    Stablemanifolds

     Note: Both stable and unstable manifolds have the sameintegration length of |T | = 50.

    When distance between two moving fluid particles in a flow

    field are considered, FTLE can be seen as a finite time

    average measure of the maximum expansion rate of particle

     pairs advected by the flow. Besides, the ridges in the FTLE

    field characterise LCS. Shadden et al. (2005) have shown

    that the flux across a LCS varies with1

    | |T  and therefore,

    for large |T | LCSs can be treated as transport barriers in the

    flow, and thus material lines. Typically, once the velocity

    field data [e.g., right side of equation (2)] is integrated

    forward and backward in time, one can calculate LCSs of

    the solution domain. When LCSs are obtained, the stable

    manifolds named as repelling LCSs (i.e., T   > 0) and

    unstable manifolds named as attracting LCSs (i.e., T  < 0) at

    the solution domain can be identified. This technique can be

    used to identify wake development behind a circular

    cylinder because the formulation applies well forunsteady flows. LCSs calculations were performed with the

    help of ManGen software (http://mmae.iit.edu/shadden/

    LCS-tutorial/mangen.html). ManGen gives the FTLE field

    through equation (4) for the flow domain formed by a grid

    of massless particles using advected velocity field.Computation of σ   was performed with a uniform grid of

    0.005 D  resolution and at the location of –1 ≤  x/ D ≤ 8 and

     –1.50 ≤  y/ D ≤ 1.50 to produce sharp ridges for the attracting

    and repelling LCS in the current investigation. The data as

    obtained from LCS identified the boundaries of the growing

    wake as shown in Figure 2. Specifically, repelling LCS

    calculated by taking |T | = 50 identified upstream whileattracting LCS obtained by taking |T | = 50 revealed the

    downstream. Stable manifolds shown in the upstream

    divides the flow field in two regions. Fluid initially between

    the stable manifolds is enforced to remain in the wake

    region later in time while fluid initially outside the stable

    manifolds continues to flow as the free stream without being

    affected by the viscous effects near the wall region.

    Unstable manifolds of the downstream, on the other hand,

    identify vortex boundaries of the vortices in the Karman

    vortex street as well as joining the forming vortices.

    3 Results and discussion

    Once the upstream fluid meets with a blunt body, fluid

    moves over the surface of the body until it loses all of its

    momentum. Then, flow separates from the wall and forms a

    wake region. In this study, flow over a cylinder has been

    studied to investigate wake formation which causes a large

     pressure drop across the body.

    The ridges seen in plots of Figure 3 are referred to LCSsand act as flow barriers. Specifically, fluid residing on the

    upper (or left) side of these LCSs is not allowed to cross

    these lines. Similarly, fluid residing on the lower (or right)

    side of these LCSs cannot cross these ridges to pass to the

    upper (or left) side. Evolution of the first several vortices is

    fundamentally different from the rest of the vortices.

    Specifically, Figure 3(a) shows the first two vortices

    rotating in opposite directions at t * = 0.10. In here, t * is the

    non-dimensional time defined as the ratio of the

    instantaneous time to the total simulation time. It is also

    seen that the unstable manifold at  y/ D = 0 and 0.5 ≤  x/ D ≤ 

    8.0 separates the upper flow ( y/ D > 0) from the lower flow

    ( y/ D < 0). These rotating vortices grow in size by drawing

    more fluid in until the horizontal unstable manifold, y/ D = 0

    and 0.5 ≤  x/ D ≤ 8.0, shows a wavy behaviour as shown in

    Figure 3(b). Right after the first two vortices detach from

    the cylinder, third and forth vortices first form, then grow

    and finally detach from the cylinder and move in the

    downstream direction. The evolution of the sixth and the

    seventh vortices are given in Figure 3(c) while Figure 3(d)

    demonstrates the evolution of the eighth and ninth vortices.

    The vortex shown in Figure 3(d), which was born as a

    consequence of boundary layer separation, starts to draw the

    surrounding fluid towards its centre and continues to draw

    during its evolution. Starting with this vortex (i.e., ninthvortex), evolution of vortices is predominantly governed by

    fluid entrainment in an organised way. To describe a typical

    evolution process of this nature, the evolution of the ninth

    vortex right after the boundary layer separation is depicted

    in Figures 3(d) and 3(e). More specifically, as is observed in

    Figure 3(e), the ninth vortex grows gradually by entraining

    more and more fluid towards its central region. Physically,

    fluid downstream the cylinder moves back towards the low

     pressure region, i.e., towards the cylinder, while pushing the

    already formed preceding vortex, in this case, the eighth

    vortex. This process can be seen clearly in Figure 3(e). At

    later times, Figure 3(e) the growing vortex is pushed

    upward and further deformed by the ridge of LCS. This may

     be attributed to the fact that time came for the tenth vortex

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       Investigation of a wake formation for flow over a cylinder using Lagrangian coherent structures 129 

    to form and while developing will also be drawn into it. It

    may then be imagined that the ridge somehow pushes the

    ninth vortex up for the sake of opening room for the newly

    emerging tenth vortex. In the meantime, it should be noted

    that the centres of the eighth and ninth vortices get closer to

    each other due to the lower pressure just behind the cylinder

    ( x/ D ≈  1 and  y/ D ≈  0). Finally, the ninth vortex shown in

    Figure 3(e) detaches from the cylinder and starts to travel in

    the downstream direction by Biot-Savart induction.

    Figure 4(a) illustrates the pressure contour plot at

    t * = 0.42. It can be seen that while pressure gradient is small

    in the vicinity of the vortex centre, pressure variation

     becomes significant in the upstream and downstream sides

    of the ninth vortex [enlarged plot is given in Figure 4(b)].

    Arrows are superimposed on the pressure contour plots to

    show the route of the fluid before it is entrained by the

    vortex. The growing vortex actually pulls fluid from

    surroundings and gets larger in volume. This in return

    reduces the pressure in the region from where the fluid is

    entrained. Once the vortex is formed, Biot-Savart induction

     provided by shear layer associated with the flow separation

    drives the vortex in the downstream direction. Lastly, the

    velocity field together with the LCS structure is plotted in

    Figure 5. Velocity vectors marking fluid  particles demonstrate

    how surrounding fluid is drawn into the vortex centre

    through the entrainment path.

    Figure 3  Time evolution1 of vortex formation behind the cylinder at (a) t * = 0.10, (b) 0.23, (c) 0.35, (d) 0.40, (e) 0.43

    First vortex

    Second vortex

    (a) (b)

    Fifth vortex

    Sixth vortex

    Seventh vortexInitial formation of ninth

    vortex

    Fifth vortex

    Sixth vortex

    Seventh vortex

    Eighth vortex

    (c) (d)

    Ridge causing deformation of

    ninth vortex

    Formation oftenth vortex

    (e)

     Note: Short animation of this simulation can be accessed at http://youtu.be/LCY5txrQ4Ek.

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    130  A.B. Olcay 

    Figure 4  (a) Pressure contour plot of flow over cylinder att * = 0.42 (b) Enlarged view of the pressure contour plot

    for ninth vortex

    LCSs

    LCSs

    (a)

    (b)

     Note: Grey thick lines show the LCSs.

    Figure 5  Velocity vector field of flow over cylinder at t * = 0.42

     Notes: Grey thick lines show the LCSs. Every fifthvelocity vector is shown in the figure.

    References

    Benim, A.C., Pasqualotto, E. and Suh, S.H. (2008) ‘Modelling

    turbulent flow past a circular cylinder by RANS, URANS,LES and DES’,  Progress in Computational Fluid Dynamics,

    Vol. 8, No. 5, pp.299–307.

    Roshko, A. (1952) On the Development of Turbulent Wakes fromVortex Streets, PhD thesis, Department of Mechanical

    Engineering, California Institute of Technology, California,USA.

    Saiki, E.M. and Biringen, S. (1996) ‘Numerical simulation of a

    cylinder in uniform flow: application of a virtual boundarymethod’, Journal of Computational Physics, Vol. 123, No. 2, pp.450–465.

    Shadden, S.C., Lekien, F. and Marsden, J.E. (2005) ‘Definitionand properties of Lagrangian coherent structures from

    finite-time Lyapunav exponents in two-dimensional aperiodicflows’, Physica D, Vol. 212, Nos. 3–4, pp.271–304.

    Williamson, C.H.K. (1996) ‘Vortex dynamics in the cylinder

    wake’,  Annu. Rev. Fluid Mech., Vol. 28, pp.477–539, DOI:10.1146/annurev.fl.28.010196.002401.

    Nomenclature

    CFD Computational fluid dynamics

     D Diameter of the cylinder [m]

    FTLE Finite time Lyapunov exponents

    LCS Lagrangian coherent structure

     Re Reynolds number

    t Instantaneous time [s]

    t total   Total time for flow simulation [s]

    t *

      Non-dimensional time defined as t * = t /ttotal  U Uniform inlet velocity

    |T | Integration time length [s]

    ( )00 0t T 

    t + xφ    Flow map describes the position information of

    the fluid particle at time t  = t 0 + T  

    0( )T t σ  x   The finite time Lyapunov exponent defined as

    0 max

    1( ) ln

    | |T t σ λ

    T ≡x  

     ρ  Density of fluid

     µ Dynamics viscosity of fluid