SENSITIVITY OF A NEW VELOCITY/PRESSURE-GRADIENT MODEL TO THE REYNOLDS NUMBER

S. Poroseva, S. Murman
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In addition, the model is validated using DNS data in a strained channel flow at eight strain times including those that cause the flow to separate. It is demonstrated that no tuning of the model coefficients is required to accurately reproduce the behaviour of velocity/pressure-gradient correlations right to the wall in all considered flows. INTRODUCTION When simulating turbulent flows with the Reynolds-averaged Navier-Stokes (RANS) equations, models for unknown terms in the equations are required. Among such terms are velocity/pressure-gradient (VPG) correlations. Traditional approach to modelling the VPG correlations can be traced back to Chou (1945) and is based on the analysis of the exact integro-differential expressions for the VPG correlations. In the approach, the goal is to preserve tensor properties of the twopoint turbulence statistics that are integrated over the entire flow domain in models for one-point VPG correlations. Various linear and non-linear models were developed in such a manner over the years (see, e.g., Hanjalić and Launder, 2011). However, as demonstarted by many studies, values of model coefficients have to vary in any of these models. Ad-hoc or empirical corrections have to be implemented into a model to describe the turbulent flow features in different flow geometries and at different Reynolds numbers, also near a wall, under rotation etc. A presence of the flow separation reduces predictive capability of such models as well. In Poroseva and Murman (2014a), we analysed the major assumptions used in the traditional approach to modelling onepoint VPG correlations, proposed new models for the VPG correlations up to the fourth order, which are free of the homogeneous flow assumption, and analysed predictive capabilities of the derived models in a priori testing with DNS data in planar wall-bounded flows (Spalart, 1988; Sillero et al., 2013; Jeyapaul et al., 2015). The study led us to conclude that the traditional approach is unlikely to result in models for VPG correlations that are accurate near a wall. A more promising approach to modelling VPG correlations in wall-bounded flows was proposed in Poroseva and Murman (2014a,b). In the approach, model expressions for VPG correlations up to the fourth order were obtained from the direct analysis of DNS data in a fully developed channel flow at Reτ = 392 based on the friction velocity and the channel half-width (Jeyapaul et al., 2015). When these new model expressions for the second-order VPG correlations were tested using DNS data in a zero-pressure gradient boundary layer (ZPGBL) over a flat plate at different Reynolds numbers (Spalart, 1988; Sillero et al., 2013), the results of the same level of accuracy as in the channel flow were obtained without changing the model coefficients (Poroseva and Murman, 2014a). Due to the lack of DNS data for the budget terms in transport equations for higher-order velocity moments, the model expressions for higher-order VPG correlations could not be tested when the study was conducted. Motivated by success of the initial models, a new set of datadriven models for VPG correlations in the transport equations for the Reynolds stresses 2 u < > , 2 v < > , and uv < > were proposed in Poroseva et al. (2015), with the models performance being improved in the flow area at 10 y+ < , that is, in immediate vicinity to a wall. Here, / y yuτ ν + = is the normal-to-wall coordinate y in the wall units; uτ and ν are the friction velocity and the kinematic viscosity, respectively; u and v are velocity fluctuations in streamwise and normal-to-wall directions. The new models were also obtained from the analysis of DNS data in a fully developed channel flow at Reτ = 392 (Jeyapaul et al., 2015). The current paper presents results of validation of these models using different DNS datasets in a fully-developed channel flow and in a ZPGBL at various Reynolds numbers. Also, predictive capability of the models in a separated flow is evaluated. VELOCITY/PRESSURE-GRADIENT CORRELATION MODELS The models for VPG correlations proposed in Poroseva et al. (2015) and tested in the current study are: 10 International Symposium on Turbulence and Shear Flow Phenomena (TSFP10), Chicago, USA, July, 2017 2 6A-3 0.92 0.92 0.3 T M xy xy xy xy D P D Π = − − − 0.78 0.7 0.25 0.01 T M xx xy yy xy xx D D Π = − Π − Π − + (1) 0.45 0.031 1.35 1.15 0.47 0.2 T T yy xy xx yy zz","PeriodicalId":266791,"journal":{"name":"Proceeding of Tenth International Symposium on Turbulence and Shear Flow Phenomena","volume":"63 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceeding of Tenth International Symposium on Turbulence and Shear Flow Phenomena","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1615/tsfp10.1090","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

The paper presents results of validation of a new model for velocity/pressure-gradient correlations in planar wall-bounded incompressible turbulent flows. The model belongs to a class of data-driven models and was obtained from the analysis of direct numerical simulation (DNS) data collected in a fully developed channel flow at Reτ = 392. It includes only the terms originally present in the transport equations for the Reynolds stresses. In the paper, sensitivity of the model coefficients to the flow Reynolds number and geometry is tested using three other DNS databases, with the Reynolds numbers, Reτ and Reθ , varying from 392 to 5200 in a fully developed channel flow and from 300 to 6500 in a zeropressure-gradient boundary-layer over a flat plate, respectively. In addition, the model is validated using DNS data in a strained channel flow at eight strain times including those that cause the flow to separate. It is demonstrated that no tuning of the model coefficients is required to accurately reproduce the behaviour of velocity/pressure-gradient correlations right to the wall in all considered flows. INTRODUCTION When simulating turbulent flows with the Reynolds-averaged Navier-Stokes (RANS) equations, models for unknown terms in the equations are required. Among such terms are velocity/pressure-gradient (VPG) correlations. Traditional approach to modelling the VPG correlations can be traced back to Chou (1945) and is based on the analysis of the exact integro-differential expressions for the VPG correlations. In the approach, the goal is to preserve tensor properties of the twopoint turbulence statistics that are integrated over the entire flow domain in models for one-point VPG correlations. Various linear and non-linear models were developed in such a manner over the years (see, e.g., Hanjalić and Launder, 2011). However, as demonstarted by many studies, values of model coefficients have to vary in any of these models. Ad-hoc or empirical corrections have to be implemented into a model to describe the turbulent flow features in different flow geometries and at different Reynolds numbers, also near a wall, under rotation etc. A presence of the flow separation reduces predictive capability of such models as well. In Poroseva and Murman (2014a), we analysed the major assumptions used in the traditional approach to modelling onepoint VPG correlations, proposed new models for the VPG correlations up to the fourth order, which are free of the homogeneous flow assumption, and analysed predictive capabilities of the derived models in a priori testing with DNS data in planar wall-bounded flows (Spalart, 1988; Sillero et al., 2013; Jeyapaul et al., 2015). The study led us to conclude that the traditional approach is unlikely to result in models for VPG correlations that are accurate near a wall. A more promising approach to modelling VPG correlations in wall-bounded flows was proposed in Poroseva and Murman (2014a,b). In the approach, model expressions for VPG correlations up to the fourth order were obtained from the direct analysis of DNS data in a fully developed channel flow at Reτ = 392 based on the friction velocity and the channel half-width (Jeyapaul et al., 2015). When these new model expressions for the second-order VPG correlations were tested using DNS data in a zero-pressure gradient boundary layer (ZPGBL) over a flat plate at different Reynolds numbers (Spalart, 1988; Sillero et al., 2013), the results of the same level of accuracy as in the channel flow were obtained without changing the model coefficients (Poroseva and Murman, 2014a). Due to the lack of DNS data for the budget terms in transport equations for higher-order velocity moments, the model expressions for higher-order VPG correlations could not be tested when the study was conducted. Motivated by success of the initial models, a new set of datadriven models for VPG correlations in the transport equations for the Reynolds stresses 2 u < > , 2 v < > , and uv < > were proposed in Poroseva et al. (2015), with the models performance being improved in the flow area at 10 y+ < , that is, in immediate vicinity to a wall. Here, / y yuτ ν + = is the normal-to-wall coordinate y in the wall units; uτ and ν are the friction velocity and the kinematic viscosity, respectively; u and v are velocity fluctuations in streamwise and normal-to-wall directions. The new models were also obtained from the analysis of DNS data in a fully developed channel flow at Reτ = 392 (Jeyapaul et al., 2015). The current paper presents results of validation of these models using different DNS datasets in a fully-developed channel flow and in a ZPGBL at various Reynolds numbers. Also, predictive capability of the models in a separated flow is evaluated. VELOCITY/PRESSURE-GRADIENT CORRELATION MODELS The models for VPG correlations proposed in Poroseva et al. (2015) and tested in the current study are: 10 International Symposium on Turbulence and Shear Flow Phenomena (TSFP10), Chicago, USA, July, 2017 2 6A-3 0.92 0.92 0.3 T M xy xy xy xy D P D Π = − − − 0.78 0.7 0.25 0.01 T M xx xy yy xy xx D D Π = − Π − Π − + (1) 0.45 0.031 1.35 1.15 0.47 0.2 T T yy xy xx yy zz
一种新的速度/压力梯度模型对雷诺数的敏感性
本文给出了平面壁面不可压缩湍流中速度/压力梯度关系新模型的验证结果。该模型属于一类数据驱动模型,通过分析在Reτ = 392处完全发育的通道流中收集的直接数值模拟(DNS)数据获得。它只包括雷诺应力输运方程中原来存在的项。本文使用另外三个DNS数据库测试了模型系数对流动雷诺数和几何形状的敏感性,其中雷诺数Reτ和Reθ在完全发育的通道流动中分别从392到5200变化,在平板上的零压力梯度边界层中分别从300到6500变化。此外,利用DNS数据在应变通道流动中进行了8次应变时间的验证,包括导致流动分离的应变时间。结果表明,在所有考虑的流动中,不需要调整模型系数就可以准确地再现速度/压力梯度与壁面相关的行为。在用reynolds -average Navier-Stokes (RANS)方程模拟湍流时,需要建立方程中未知项的模型。其中包括速度/压力梯度(VPG)相关性。传统的VPG相关性建模方法可以追溯到Chou(1945),该方法基于对VPG相关性的精确积分-微分表达式的分析。在该方法中,目标是保留两点湍流统计量的张量性质,这些统计量在单点VPG相关模型的整个流域上进行积分。多年来,以这种方式开发了各种线性和非线性模型(例如,参见hanjaliki和Launder, 2011)。然而,正如许多研究所证明的那样,在任何这些模型中,模型系数的值都必须变化。为了描述不同几何形状和不同雷诺数下的湍流特征,也包括在壁面附近、在旋转等情况下的湍流特征,必须对模型进行特别的或经验的修正。流动分离的存在也降低了这种模型的预测能力。在Poroseva和Murman (2014a)中,我们分析了用于模拟单点VPG相关性的传统方法中使用的主要假设,提出了不含均匀流动假设的四阶VPG相关性的新模型,并分析了在平面壁面流动中使用DNS数据进行先验测试时衍生模型的预测能力(Spalart, 1988;Sillero et al., 2013;Jeyapaul et al., 2015)。这项研究使我们得出结论,传统方法不太可能产生在墙附近准确的VPG相关性模型。Poroseva和Murman (2014a,b)提出了一种更有前途的方法来模拟有壁流动中的VPG相关性。在该方法中,基于摩擦速度和通道半宽度,在Reτ = 392处对完全发育的通道流的DNS数据进行直接分析,获得了四阶VPG相关性的模型表达式(Jeyapaul et al., 2015)。当这些二阶VPG相关性的新模型表达式在不同雷诺数的平板上的零压力梯度边界层(ZPGBL)中使用DNS数据进行测试时(Spalart, 1988;Sillero et al., 2013),在不改变模型系数的情况下,获得了与河道流动相同精度水平的结果(Poroseva和Murman, 2014a)。由于缺乏高阶速度矩输运方程中预算项的DNS数据,在进行研究时无法检验高阶VPG相关性的模型表达式。受初始模型成功的启发,Poroseva et al.(2015)提出了一组新的数据驱动模型,用于计算雷诺数2 u < >、2 v < >和uv < >的输运方程中的VPG相关性,该模型在10 y+ <的流动区域(即靠近壁面的区域)的性能得到改善。其中,/ y yuτ ν + =为壁单位中的法向壁坐标y;Uτ和ν分别为摩擦速度和运动粘度;U和v是流向和法向-壁面方向上的速度波动。新模型也是通过对Reτ = 392处完全发育的通道流中的DNS数据进行分析获得的(Jeyapaul等人,2015)。本文介绍了在完全开发的通道流和不同雷诺数的ZPGBL中使用不同DNS数据集对这些模型进行验证的结果。最后,对模型在分离流中的预测能力进行了评价。速度/压力梯度相关模型Poroseva等人提出的VPG相关模型。 (2015),在本研究中测试的是:10湍流和剪切流动现象国际研讨会(TSFP10),芝加哥,美国,2017年7月2 6A-3 0.92 0.92 0.3 T M xy xy xy D P D Π =−−−0.78 0.7 0.25 0.01 T M xx xy xy xx D D Π =−Π−Π−+ (1)0.45 0.031 1.35 1.15 0.47 0.2 T T yy xy xx yy zz
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