{"title":"Viscosity Variability Impact on 2D Laminar and Turbulent Poiseuille Velocity Profiles; Characteristic-Based Split (CBS) Stabilization","authors":"A. Pasculli","doi":"10.1109/MCSI.2018.00038","DOIUrl":null,"url":null,"abstract":"The erosion of riverbeds and riverbanks depends, among other causes, both on the velocity fields and on their gradient near their boundaries, with the generation of shear stresses. The presence of sediments modifies the viscosity and, accordingly, modifies the profiles, particularly near the edges right where they are generated. Therefore, in this work, the distortion of the velocity profiles due to an imposed spatial variability of viscosity, was studied applying the Computational Fluid Dynamics (CFD). In particular, as test cases, laminar and turbulent Plane Poiseuille flows, were selected. For simplicity, it was assumed that the sediment distribution and therefore the viscosity distribution was not influenced by the mixing due to velocity field. That is, the equilibrium configuration was determined as a consequence of a spatially variable distribution of viscosity. The 2D Navier-Stokes equations, in steady state conditions, were numerically solved exploiting a research software developed and discussed by the author [1]. The turbulence was considered through the RANS (Reynolds Averaged Navier Stokes) approach. The two equations k ƒ{ ƒÕ models were employed. The turbulence phenomena near solid boundaries was simulated by the means of Wall-Functions. Spatial discretization was carried out using the Finite Element Method (FEM). A structured meshing with h like adaptability was developed. Then, in order to avoid velocities and pressure instabilities, the Characteristic-based split algorithm (CBS) was applied, while, in order to correctly consider incompressibility, by a numerical point of view, the Method of Artificial Compressibility (AC) was selected. Accordingly, the related CBS-AC three steps algorithm was implemented [1]. Then, some parametric numerical experiments were performed, considering a semi-implicit, approach. As was to be expected, the velocity profiles, for both laminar and turbulent were influenced by the viscosity distribution. The discussion of the overall results points out the sensitivity of the algorithms not only to the meshes size, to their distribution and to the number of iterations, but also to some intrinsic ¡§experimental numerical dials¡¨ (safe coefficients, explicit vs implicit ratio), specific of the selected approach. Moreover, suggestions have emerged for more complex and more complete simulations which, necessarily, would use methods based on iterations internal to each time-step","PeriodicalId":410941,"journal":{"name":"2018 5th International Conference on Mathematics and Computers in Sciences and Industry (MCSI)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2018-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"7","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"2018 5th International Conference on Mathematics and Computers in Sciences and Industry (MCSI)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/MCSI.2018.00038","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 7
Abstract
The erosion of riverbeds and riverbanks depends, among other causes, both on the velocity fields and on their gradient near their boundaries, with the generation of shear stresses. The presence of sediments modifies the viscosity and, accordingly, modifies the profiles, particularly near the edges right where they are generated. Therefore, in this work, the distortion of the velocity profiles due to an imposed spatial variability of viscosity, was studied applying the Computational Fluid Dynamics (CFD). In particular, as test cases, laminar and turbulent Plane Poiseuille flows, were selected. For simplicity, it was assumed that the sediment distribution and therefore the viscosity distribution was not influenced by the mixing due to velocity field. That is, the equilibrium configuration was determined as a consequence of a spatially variable distribution of viscosity. The 2D Navier-Stokes equations, in steady state conditions, were numerically solved exploiting a research software developed and discussed by the author [1]. The turbulence was considered through the RANS (Reynolds Averaged Navier Stokes) approach. The two equations k ƒ{ ƒÕ models were employed. The turbulence phenomena near solid boundaries was simulated by the means of Wall-Functions. Spatial discretization was carried out using the Finite Element Method (FEM). A structured meshing with h like adaptability was developed. Then, in order to avoid velocities and pressure instabilities, the Characteristic-based split algorithm (CBS) was applied, while, in order to correctly consider incompressibility, by a numerical point of view, the Method of Artificial Compressibility (AC) was selected. Accordingly, the related CBS-AC three steps algorithm was implemented [1]. Then, some parametric numerical experiments were performed, considering a semi-implicit, approach. As was to be expected, the velocity profiles, for both laminar and turbulent were influenced by the viscosity distribution. The discussion of the overall results points out the sensitivity of the algorithms not only to the meshes size, to their distribution and to the number of iterations, but also to some intrinsic ¡§experimental numerical dials¡¨ (safe coefficients, explicit vs implicit ratio), specific of the selected approach. Moreover, suggestions have emerged for more complex and more complete simulations which, necessarily, would use methods based on iterations internal to each time-step
河床和河岸的侵蚀,除其他原因外,取决于速度场及其边界附近的梯度,并产生剪切应力。沉积物的存在改变了粘度,相应地,也改变了剖面,特别是在它们产生的边缘附近。因此,在这项工作中,应用计算流体动力学(CFD)研究了由于强加的粘度空间变异性而导致的速度分布畸变。特别选择了层流和湍流平面泊泽维尔流作为测试用例。为简单起见,假设泥沙分布和黏度分布不受速度场混合的影响。也就是说,平衡构型是由粘度的空间可变分布决定的。利用作者开发和讨论的研究软件[1],对稳态条件下的二维Navier-Stokes方程进行了数值求解。湍流是通过雷诺平均纳维·斯托克斯方法来考虑的。采用两个方程k f {ƒÕ模型。用壁面函数模拟了固体边界附近的湍流现象。采用有限元法进行空间离散化。提出了一种具有h型自适应的结构化网格。然后,为了避免速度和压力不稳定,采用了基于特征的分割算法(CBS),为了正确考虑不可压缩性,从数值角度选择了人工可压缩性方法(AC)。据此,实现了相关的CBS-AC三步算法[1]。然后,采用半隐式方法进行了参数数值实验。正如预期的那样,层流和湍流的速度分布都受到粘度分布的影响。对整体结果的讨论指出,算法不仅对网格大小、网格分布和迭代次数敏感,而且对所选方法的某些固有的“实验数值表盘”(安全系数、显式与隐式比率)敏感。此外,对于更复杂和更完整的模拟,已经出现了一些建议,这些建议必然会使用基于每个时间步内部迭代的方法