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Key ingredients for wall-modeled LES with the Lattice Boltzmann method: Systematic comparison of collision schemes, SGS models, and wall functions on simulation accuracy and efficiency for turbulent channel flow

  • *Corresponding author: Gregorio Gerardo Spinelli

    *Corresponding author: Gregorio Gerardo Spinelli 
Abstract / Introduction Full Text(HTML) Figure(20) / Table(9) Related Papers Cited by
  • In this study, we consider different combinations of collision schemes, wall functions, and subgrid scale (SGS) models to simulate the bi-periodic turbulent channel flow at $ {\mathrm{Re}_\tau} = 1000 $. The study is carried out on a $ D3Q27 $ lattice stencil, where the considered collision schemes are the Multiple Relaxation Times (MRT), the Hybrid Recursive Regularized Bhatnagar-Gross-Krook (HRR), and the parameterized Cumulant scheme. The considered SGS models are the Smagorinsky, the Wall-Adapting Local Eddy-viscosity (WALE), and the Vreman model. The Cumulant scheme utilizes its intrinsic implicit SGS model. The turbulent velocity profile is modeled with the following wall functions: the Reichardt, the Musker, and a combination of the Werner and Wengle and the Schmitt (Power-law) function. To assure an impartial comparison, all these ingredients are implemented in the same infrastructure, the open-source software Musubi. The comparison of the considered wall functions shows that the Musker function offers a good compromise between accuracy and performance. When comparing the considered SGS models, although the WALE model delivers the most accurate results, the Vreman model offers the fastest computation. On average, the parallel performance improves by $ 10 \% $. Amongst the considered collision schemes, the Cumulant outperforms the competitors accuracy-wise. However, for the considered test case, the fastest collision scheme is the MRT. Our investigations show that for the considered test case, the best results in terms of accuracy and performance are delivered by the combination of the Cumulant scheme with its implicit SGS model and the Musker wall function.

    Mathematics Subject Classification: Primary: 76F65; Secondary: 76G25.

    Citation:

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  • Figure 1.  Computational domain for the bi-periodic turbulent channel flow. Walls are indicated in grey

    Figure 2.  Normalized velocity profile along the wall normal direction for the considered domain sizes

    Figure 3.  Normalized Reynolds stress in stream-wise direction along the wall normal direction for the considered domain sizes

    Figure 4.  Normalized Reynolds stress in lateral and span-wise directions along the wall normal direction for the considered domain sizes

    Figure 5.  Normalized Reynolds shear stress along the wall normal direction for the considered domain sizes

    Figure 6.  Normalized velocity profile along the wall normal direction for the considered wall functions

    Figure 7.  Normalized Reynolds stress in stream-wise direction along the wall normal direction for the considered wall functions

    Figure 8.  Normalized Reynolds stress in lateral and span-wise directions along the wall normal direction for the considered wall functions

    Figure 9.  Normalized Reynolds shear stress along the wall normal direction for the considered wall functions

    Figure 10.  Variation of the $ L2 $-norm of the normalized Reynolds shear stress with respect to the mesh resolution for the considered wall functions

    Figure 11.  Normalized velocity profile along the wall normal direction for the considered SGS models

    Figure 12.  Normalized Reynolds stress in stream-wise direction along the wall normal direction for the considered SGS models

    Figure 13.  Normalized Reynolds stress in lateral and span-wise directions along the wall normal direction for the considered SGS models

    Figure 14.  Normalized Reynolds shear stress along the wall normal direction for the considered SGS models

    Figure 15.  Variation of the $ L2 $-norm of the normalized Reynolds shear stress with respect to the mesh resolution for the considered SGS models

    Figure 16.  Normalized velocity profile along the wall normal direction for the considered collision schemes

    Figure 17.  Normalized Reynolds stress in stream-wise direction along the wall normal direction for the considered collision schemes

    Figure 18.  Normalized Reynolds stress in lateral and span-wise directions along the wall normal direction for the considered collision schemes

    Figure 19.  Normalized Reynolds shear stress along the wall normal direction for the considered collision schemes

    Figure 20.  Variation of the $ L2 $-norm of the normalized Reynolds shear stress with respect to the mesh resolution for the considered collision schemes

    Table 1.  The lattice weights $ w_i $ and discrete velocities $ \mathit{\boldsymbol{c_i}} $ for the most popular lattice stencils for three dimensions

    Lattice stencil $ i $ $ \mathit{\boldsymbol{c_i}} $ $ w_i $
    $ D3Q19 $ $ 0 $ $ (0,0,0) $ $ 1/3 $
    $ 1-6 $ $ (\pm1,0,0), (0,\pm1,0), (0,0,\pm1) $ $ 1/18 $
    $ 7-18 $ $ (\pm1,\pm1,0), (\pm1,0,\pm1), (0,\pm1,\pm1) $ $ 1/36 $
    $ D3Q27 $ $ 0 $ $ (0,0,0) $ $ 8/27 $
    $ 1-6 $ $ (\pm1,0,0), (0,\pm1,0), (0,0,\pm1) $ $ 2/27 $
    $ 7-18 $ $ (\pm1,\pm1,0), (\pm1,0,\pm1), (0,\pm1,\pm1) $ $ 1/54 $
    $ 19-26 $ $ (\pm1,\pm1,\pm1) $ $ 1/216 $
     | Show Table
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    Table 2.  Flow parameters and target values for the bi-periodic turbulent channel flow

    Parameter Value Unit
    ${\mathrm{Re}_\tau}$ 1000.0 -
    ${\mathrm{Re}_\mathrm{bulk}}$ 39278.3 -
    ${\mathrm{Ma}}$ 0.1 -
    $ u_m $ 1.0 $ m/s $
    ${u_{\tau}}$ 0.0509 $ m/s $
    $ \nu $ 5.09e-5 $ m^{2}/s $
     | Show Table
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    Table 3.  Settings for the considered domain sizes, along with turbulent quantities and performance measurements obtained from the simulation with MRT scheme, Vreman SGS model and Musker wall function

    Domain size ${y^+}$ Nr. of cells ${u_{\tau,\mathrm{sim}}}$ ${u_{\tau,\mathrm{err}}}$ ${\mathrm{Re}_{\tau,\mathrm{sim}}}$ ${\mathrm{Re}_{\tau,\mathrm{err}}}$ MLUPs/n
    $ L = 2 \pi H $ 50 76,880 0.0538 $ 5.66 \% $ 1056.0 $ 5.60 \% $ 37.06
    $ W = 2 \pi H $ 25 625,000 0.0512 $ 0.55 \% $ 1007.0 $ 0.70 \% $ 37.67
    $ L = 3 \pi H $ 50 176,720 0.0527 $ 3.50 \% $ 1034.6 $ 3.46 \% $ 33.98
    $ W = 3 \pi H $ 25 1,413,760 0.0514 $ 0.94 \% $ 1009.2 $ 0.92 \% $ 36.18
    $ L = 8 \pi H $ 50 471,880 0.0526 $ 3.30 \% $ 1032.7 $ 3.27 \% $ 34.89
    $ W = 3 \pi H $ 25 3,775,040 0.0516 $ 1.34 \% $ 1013.6 $ 1.36 \% $ 35.76
     | Show Table
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    Table 4.  Relative $ L2 $-norms of the velocity and Reynolds stresses profiles for the considered wall functions with respect to the DNS data

    Wall function ${y^+}$ ${u^+}$ ${\langle u^{\prime}u^{\prime} \rangle^+}$ ${\langle v^{\prime}v^{\prime} \rangle^+}$ ${\langle w^{\prime}w^{\prime} \rangle^+}$ ${\langle u^{\prime}v^{\prime} \rangle^+}$
    Reichardt 50 0.04129 0.5073 1.4139 0.3591 0.5353
    25 0.01400 0.3404 0.2681 0.3739 0.3592
    12.5 0.03120 0.3081 0.2148 0.3034 0.1726
    Musker 50 0.03731 0.5105 1.4707 0.3654 0.5511
    25 0.01553 0.4199 0.2697 0.4160 0.3351
    12.5 0.02014 0.2935 0.2073 0.2872 0.1738
    Power-law 50 0.04448 0.5585 1.3370 0.3525 0.5486
    25 0.03506 0.4516 0.3163 0.4660 0.3614
    12.5 0.02901 0.2518 0.2005 0.2789 0.1729
     | Show Table
    DownLoad: CSV

    Table 5.  Performance and accuracy of the considered wall functions in conjunction with MRT scheme and Vreman model

    Wall function ${y^+}$ ${u_{\tau,\mathrm{sim}}}$ ${u_{\tau,\mathrm{err}}}$ ${\mathrm{Re}_{\tau,\mathrm{sim}}}$ ${\mathrm{Re}_{\tau,\mathrm{err}}}$ MLUPs/node
    Reichardt 50 0.0517 $ 1.53 \% $ 1016.2 $ 1.62 \% $ 40.73
    25 0.0482 $ 5.34 \% $ 946.3 $ 5.37 \% $ 39.21
    12.5 0.0413 $ 18.89 \% $ 810.9 $ 18.91 \% $ 35.06
    Musker 50 0.0538 $ 5.66 \% $ 1056.0 $ 5.60 \% $ 37.67
    25 0.0512 $ 0.55 \% $ 1007.0 $ 0.70 \% $ 37.06
    12.5 0.0452 $ 11.23 \% $ 888.2 $ 11.18 \% $ 34.62
    Power-law 50 0.0549 $ 7.82 \% $ 1078.7 $ 7.87 \% $ 41.71
    25 0.0538 $ 5.66 \% $ 1056.4 $ 5.64 \% $ 38.04
    12.5 0.0422 $ 17.12 \% $ 829.1 $ 17.09 \% $ 37.31
     | Show Table
    DownLoad: CSV

    Table 6.  Relative $ L2 $-norms of the velocity and Reynolds stresses profiles for the considered SGS models with respect to the DNS data

    SGS model ${y^+}$ ${u^+}$ ${\langle u^{\prime}u^{\prime} \rangle^+}$ ${\langle v^{\prime}v^{\prime} \rangle^+}$ ${\langle w^{\prime}w^{\prime} \rangle^+}$ ${\langle u^{\prime}v^{\prime} \rangle^+}$
    Smagorinsky 50 0.01994 0.4713 1.1474 0.4143 0.6974
    25 0.01542 0.4260 0.3312 0.4647 0.3432
    12.5 0.03260 0.3760 0.3793 0.4308 0.3150
    Vreman 50 0.03731 0.5105 1.4707 0.3654 0.5511
    25 0.01553 0.4199 0.2697 0 4160 0.3351
    12.5 0.02014 0.2935 0.2073 0.2872 0.1738
    WALE 50 0.02261 0.4143 1.2735 0.3766 0.6810
    25 0.02003 0.4446 0.2641 0.4171 0.3067
    12.5 0.01483 0.2725 0.1578 0.2492 0.1618
     | Show Table
    DownLoad: CSV

    Table 7.  Performance and accuracy of the considered SGS models with Musker wall function and MRT collision scheme

    SGS models ${y^+}$ ${u_{\tau,\mathrm{sim}}}$ ${u_{\tau,\mathrm{err}}}$ ${\mathrm{Re}_{\tau,\mathrm{sim}}}$ ${\mathrm{Re}_{\tau,\mathrm{err}}}$ MLUPs/node
    Smagorinsky 50 0.0519 $ 1.92 \% $ 1019.0 $ 1.90 \% $ 34.6
    25 0.0501 $ 1.02 \% $ 984.5 $ 1.55 \% $ 33.81
    12.5 0.0423 $ 16.93 \% $ 829.8 $ 17.02 \% $ 31.42
    Vreman 50 0.0538 $ 5.66 \% $ 1056.0 $ 5.60 \% $ 37.67
    25 0.0512 $ 0.55 \% $ 1007.0 $ 0.70 \% $ 37.06
    12.5 0.0452 $ 11.23 \% $ 888.2 $ 11.18 \% $ 34.62
    WALE 50 0.0522 $ 2.51 \% $ 1025.9 $ 2.59 \% $ 30.70
    25 0.0519 $ 1.92 \% $ 1019.1 $ 1.91 \% $ 33.20
    12.5 0.0468 $ 8.09 \% $ 918.9 $ 8.11 \% $ 31.04
     | Show Table
    DownLoad: CSV

    Table 8.  Relative $ L2 $-norms of the velocity and Reynolds stresses profiles for the considered collision schemes with respect to the DNS data

    Collision scheme ${y^+}$ ${u^+}$ ${\langle u^{\prime}u^{\prime} \rangle^+}$ ${\langle v^{\prime}v^{\prime} \rangle^+}$ ${\langle w^{\prime}w^{\prime} \rangle^+}$ ${\langle u^{\prime}v^{\prime} \rangle^+}$
    MRT 50 0.03731 0.5105 1.4707 0.3654 0.5511
    25 0.01553 0.4199 0.2697 0.4160 0.3351
    12.5 0.02014 0.2935 0.2073 0.2872 0.1738
    Cumulant 50 0.02743 0.5230 0.6573 0.4750 0.6717
    25 0.01796 0.4447 0.2947 0.2360 0.4161
    12.5 0.01869 0.2182 0.0971 0.1052 0.1585
    HRR 50 0.04407 0.5443 0.9579 0.8772 0.9041
    25 0.04101 0.4781 0.8412 0.7622 0.7787
    12.5 0.05266 0.4931 0.7226 0.6914 0.6786
     | Show Table
    DownLoad: CSV

    Table 9.  Performance and accuracy of the considered collision schemes in conjunction with Musker wall function, and Vreman SGS model solely for MRT and HRR

    Collision scheme ${y^+}$ ${u_{\tau,\mathrm{sim}}}$ ${u_{\tau,\mathrm{err}}}$ ${\mathrm{Re}_{\tau,\mathrm{sim}}}$ ${\mathrm{Re}_{\tau,\mathrm{err}}}$ MLUPs/node
    MRT 50 0.0538 $ 5.66 \% $ 1056.0 $ 5.60 \% $ 37.67
    25 0.0512 $ 0.55 \% $ 1007.0 $ 0.70 \% $ 37.06
    12.5 0.0452 $ 11.23 \% $ 888.2 $ 11.18 \% $ 34.62
    Cumulant 50 0.0521 $ 2.32 \% $ 1022.7 $ 2.27 \% $ 30.33
    25 0.0517 $ 1.53 \% $ 1015.1 $ 1.51 \% $ 31.60
    12.5 0.0465 $ 8.68 \% $ 913.3 $ 8.67 \% $ 32.64
    HRR 50 0.0467 $ 8.29 \% $ 916.2 $ 8.38 \% $ 25.94
    25 0.0455 $ 10.65 \% $ 892.9 $ 10.71 \% $ 27.00
    12.5 0.0397 $ 22.03 \% $ 780.1 $ 21.99 \% $ 27.68
     | Show Table
    DownLoad: CSV
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