Numerical Study of Wall Shear and Velocities Using a Commercial CFD Code: Some Crucial Aspects to Consider

B. Baidar, M. Cervantes
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引用次数: 1

Abstract

This paper presents the numerical prediction of wall shear and velocities in steady and superposed pulsatile turbulent flow in a pipe, the phenomena that can be observed in hydropower. The previously conducted experiment is a base for this study and some crucial aspects of CFD while using a commercial code have been emphasized. The widely-accepted grid convergence index approach is adopted to quantify the discretization uncertainty and the results are validated against the experiment. The influence of the wall functions applied in the code is also studied with two turbulence models: standard k-e and kω based SST model. The time-averaged results of superposed flow with small amplitude unsteadiness are equivalent to results from the steady flow. The results and the method used in this paper may be useful for the CFD simulations in hydropower applications like penstock and bifurcations designs. HYDRO Nepal Journal Journal of Water Energy and Environment Issue: 21, July, 2017 Page: 45-49 Upload Date: July 20, 2017
使用商业CFD代码进行壁面剪切和速度的数值研究:需要考虑的一些关键方面
本文介绍了水力发电中可观测到的管道内稳定和叠加脉动湍流壁面剪力和速度的数值预测。先前进行的实验是本研究的基础,并且强调了使用商业代码时CFD的一些关键方面。采用网格收敛指数法对离散化的不确定性进行量化,并通过实验对结果进行了验证。采用标准k-e湍流模型和基于kω的海表温度模型,研究了规范中壁面函数的影响。小振幅非定常叠加流的时间平均结果与定常流的结果等效。本文的研究结果和方法可用于水力工程中压力管道和分岔设计的CFD模拟。水电尼泊尔杂志水能源与环境杂志出版日期:2017年7月21日页面:45-49上传日期:2017年7月20日
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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