detached-eddy simulation of flow around a 1:5...

4
BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, 20–24 2008 DETACHED-EDDY SIMULATION OF FLOW AROUND A 1:5 RECTANGULAR CYLINDER Claudio Mannini ? , Ante Soda and G ¨ unter Schewe ? CRIACIV/Department of Civil and Environmental Engineering University of Florence, Via S. Marta 3, 50139 Firenze, Italy e-mail: [email protected] Faculty of Mechanical and Naval Engineering University of Zagreb, Ivana Lucica 5, HR-10000 Zagreb, Croatia e-mail: [email protected] Institute of Aeroelasticity German Aerospace Center (DLR), Bunsenstraße 10, 37073 G¨ ottingen, Germany e-mails: [email protected] Keywords: Rectangular Cylinder, Unsteady Aerodynamics, Computational Fluid Dynamics, Turbulence Modelling, DES 1 INTRODUCTION The simulation of unsteady separated flows around bluff bodies is still a challenging issue due to complex physical phenomena such as massive separation and reattachment, laminar-to- turbulent transition and alternating detachment of large eddies. In addition, the flow field is usually three-dimensional, even for simple two-dimensional geometries. The strategy of turbu- lence modelling is particularly important for the simulation of such flows. The employment of unsteady Reynolds-Averaged Navier-Stokes (URANS) equations represent a reasonable choice, given that two-dimensional geometries can be modelled with 2-D meshes and that the required grid resolution is still affordable. Nevertheless, this approach, even when the most advanced turbulence models are used, shows limited accuracy when massive separation and strong curva- ture of streamlines occur (e.g. Ref. [1]). The alternative is to use Large-Eddy Simulation (LES) approach, which is expected to perform better for this type of flows. However, LES requires full three-dimensional grids and it becomes unaffordable when high-Reynolds-number turbulent boundary layers have to be resolved due to the necessary grid refinement (e.g. Ref. [2]). In order to overcome this limit, Detached-Eddy Simulation (DES) was introduced in 1997 (Ref. [2]). It is a hybrid technique based on a definition of the turbulent length scale which allows to switch between RANS approach near solid walls and LES at a certain distance from them, where large vortices can be properly resolved. However, 3-D meshes are needed and consequently the com- putational cost becomes very high, limiting so far the use of this technique to research more than industrial applications. 1

Upload: others

Post on 29-Jan-2021

4 views

Category:

Documents


0 download

TRANSCRIPT

  • BBAA VI International Colloquium on:Bluff Bodies Aerodynamics & Applications

    Milano, Italy, July, 20–24 2008

    DETACHED-EDDY SIMULATION OF FLOW AROUND A 1:5RECTANGULAR CYLINDER

    Claudio Mannini?, Ante Soda† and Günter Schewe◦

    ?CRIACIV/Department of Civil and Environmental EngineeringUniversity of Florence, Via S. Marta 3, 50139 Firenze, Italy

    e-mail: [email protected]

    †Faculty of Mechanical and Naval EngineeringUniversity of Zagreb, Ivana Lucica 5, HR-10000 Zagreb, Croatia

    e-mail: [email protected]

    ◦Institute of AeroelasticityGerman Aerospace Center (DLR), Bunsenstraße 10, 37073 Göttingen, Germany

    e-mails: [email protected]

    Keywords: Rectangular Cylinder, Unsteady Aerodynamics, Computational Fluid Dynamics,Turbulence Modelling, DES

    1 INTRODUCTION

    The simulation of unsteady separated flows around bluff bodies is still a challenging issuedue to complex physical phenomena such as massive separation and reattachment, laminar-to-turbulent transition and alternating detachment of large eddies. In addition, the flow field isusually three-dimensional, even for simple two-dimensional geometries. The strategy of turbu-lence modelling is particularly important for the simulation of such flows. The employment ofunsteady Reynolds-Averaged Navier-Stokes (URANS) equations represent a reasonable choice,given that two-dimensional geometries can be modelled with 2-D meshes and that the requiredgrid resolution is still affordable. Nevertheless, this approach, even when the most advancedturbulence models are used, shows limited accuracy when massive separation and strong curva-ture of streamlines occur (e.g. Ref. [1]). The alternative is to use Large-Eddy Simulation (LES)approach, which is expected to perform better for this type of flows. However, LES requiresfull three-dimensional grids and it becomes unaffordable when high-Reynolds-number turbulentboundary layers have to be resolved due to the necessary grid refinement (e.g. Ref. [2]). In orderto overcome this limit, Detached-Eddy Simulation (DES) was introduced in 1997 (Ref. [2]). Itis a hybrid technique based on a definition of the turbulent length scale which allows to switchbetween RANS approach near solid walls and LES at a certain distance from them, where largevortices can be properly resolved. However, 3-D meshes are needed and consequently the com-putational cost becomes very high, limiting so far the use of this technique to research morethan industrial applications.

    1

  • Claudio Mannini, Ante Soda and Günter Schewe

    In this paper a rectangular prism with chord-to-thickness ratio B/H = 5.0 at low Mach num-ber (Ma = 0.1) and relatively high Reynolds number (Re = 132, 000) is taken into account,since the flow past this simple geometry is known to be characterized by complex features andis often considered to be a benchmark case for studies dealing with bridge aerodynamics andaeroelasticity. Therefore, an experimental campaign studying this profile, conducted by one ofthe authors (Ref. [3]), is underway in the high-pressure wind tunnel of DLR-Göttingen.

    The flow is simulated using the finite-volume unstructured solver DLR-Tau code (e.g. Ref. [4]).As compared to preliminary computations presented in Ref. [1], meshes herein are particularlydesigned for DES applications, on the basis of recommendations of Ref. [5] and previous expe-rience.

    2 PRESENTATION AND DISCUSSION OF RESULTS

    In this work hybrid meshes are employed, characterized by a structured-like arrangementaround the profile (body-aligned quadrilateral cells) and unstructured triangular cells in theremaining part of the domain. Non-reflecting farfield boundary condition is assumed at one-hundred chord distance from the body, while viscous wall and periodic boundary conditions areimposed respectively at the body contour and at the lateral planes of the computational domain.Fig. 1 shows the 3-D grid (1,703,585 nodes and 2,957,440 cells) obtained by extruding a 2-Dgrid for one chord length in the spanwise dimension. Perfectly isotropic cells in the “focusregion” represent the optimal conformation for the LES mode of DES.

    XY

    ZR5 GridElements = 2 957 440Points = 1 703 585

    Y X

    ZR5 GridElements = 2 957 440Points = 1 703 585

    Figure 1: Views of the near-body portion of the three-dimensional mesh used in the computations.

    Fig. 2 reports the lift and drag time histories computed with 3-D URANS and DES meth-ods. In the URANS case the governing equations are closed with the two-equation LinearizedExplicit Algebraic (LEA) k − ω turbulence model (Ref. [6]). In the SA-DES approach theone-equation turbulence model of Spalart and Allmaras (SA) is used for the URANS modeand as a sub-grid-scale model for the LES mode (Ref. [2]). The DES constant has a value ofCDES = 0.45, as recommended in Ref. [4], and the nondimensional time-step size for time-advancing is ∆s = ∆tU∞/B = 0.0034, which is already smaller than what is suggested inRef. [5] on the basis of the cell size in the focus region. In Tab. 1 the computed Strouhal fre-quency of wake oscillation (St), mean drag (CD) and rms values of lift and drag (C

    ′L and C

    ′D) are

    compared with experiments and with the results of the URANS-SA (Ref. [7]) and URANS-LEAcomputations performed on the corresponding 2-D mesh. It is worth noting that the simulation

    2

  • Claudio Mannini, Ante Soda and Günter Schewe

    based on the unsteady RANS equations closed with the SA turbulence model predicts unrealis-tically steady flow solution. The 3-D URANS-LEA computation gives approximately the sameStrouhal number and mean drag coefficient as the corresponding 2-D calculation. Nevertheless,the three-dimensional mesh implies a significant increase of the mean fluctuating value of thedrag coefficient. In addition, the flow is no longer perfectly periodic. The chaotic component issignificantly enhanced in the SA-DES case, where the integral results seem to further approachthe experimental ones.

    Fig. 3 depicts two snapshots of skin friction and streamlines for the 3-D computations. Theflow field simulated with the URANS-LEA approach is nearly two-dimensional, whereas com-plex three-dimensional structures are evident in the case of the SA-DES computation.

    0 10 20 30 40 50−0.8

    −0.4

    0

    0.4

    0.8URANS−LEA

    CL

    0 10 20 30 40 500

    0.5

    1

    1.5

    2

    2.5

    s [−]

    CD

    0 10 20 30 40 50−0.8

    −0.4

    0

    0.4

    0.8SA−DES

    CL

    0 10 20 30 40 500

    0.5

    1

    1.5

    2

    2.5

    s [−]

    CD

    Figure 2: Computed lift and drag coefficient time histories.

    St CD C′L C

    ′D

    2-D URANS-SA - 0.968 - -2-D URANS-LEA 0.094 1.060 0.198 0.0193-D URANS-LEA 0.098 1.070 0.206 0.0333-D SA-DES 0.097-0.113 1.011 0.128 0.068Exp. 0.111 1.074

  • Claudio Mannini, Ante Soda and Günter Schewe

    XY

    Z

    -0.02 -0.01 -0.00 0.01 0.02 0.03 0.04

    URANS LEAs=40.8 XY

    Z

    -0.02 -0.01 -0.00 0.01 0.02 0.03 0.04

    DES SAs=42.5

    Figure 3: Snapshots of the skin friction distribution for the URANS-LEA (left) and SA-DES computations (right).

    4 ACKNOWLEDGEMENTS

    The authors would like to thank Dr. Ralph Voß for his collaboration and for the very fruitfuldiscussions. The precious suggestions of Dr. Tobias Knopp and Dr. Keith Weinman regardingthe usage of Tau code are much appreciated. The help of Urte Fürst in using the computercluster of the DLR Institute of Aeroelasticity in Göttingen is also gratefully acknowledged.

    REFERENCES

    [1] C. Mannini, A. Soda, R. Voß and G. Schewe. URANS and DES simulation of flow arounda rectangular cylinder. Notes on Numerical Fluid Mechanics and Multidisciplinary De-sign, Vol. 96, pp. 36–43, C. Tropea et al. Eds., Springer, 2007.

    [2] M.L. Shur, P.R. Spalart, M.Kh. Strelets and A. Travin. Detached-eddy simulation of anairfoil at high angle of attack. Engineering Turbulence Modelling and Experiments 4,pp. 669–678, W. Rodi and D. Laurence Eds., 1999.

    [3] G. Schewe. Influence of the Reynolds-number on flow-induced vibrations of genericbridge sections. Proceedings of the International Conference on Bridges, SECON HDGK,pp. 351–358, Dubrovnik, Croatia, May 21-24, 2006.

    [4] K.A. Weinman, H. van der Ven, C.R. Mockett, T.A. Knopp, J.C. Kok, R.T.E. Perrin andF.H. Thiele. A study of grid convergence issues for the simulation of the massively sep-arated flow around a stalled airfoil using DES and related methods. Proceedings of theEuropean Conference on Computational Fluid Dynamics, Egmond aan Zee, The Nether-lands, September 5-8, 2006.

    [5] P.R. Spalart. Young-person’s guide to Detached-Eddy Simulation grids. NASA CR-2001-211032, 2001.

    [6] T. Rung, H. Lübcke, L. Xue, F. Thiele and S. Fu. Assessment of Explicit AlgebraicStress Models in transonic flows. Engineering Turbulence Modelling and Experiments 4,pp. 659–668, W. Rodi and D. Laurence Eds., 1999.

    [7] J.R. Edwards and S. Chandra. Comparison of eddy viscosity-transport turbulence modelsfor three-dimensional, shock-separated flowfields. AIAA Journal, 34(4), 756–763, 1996.

    4