Investigation of the Turbulent Schmidt Number Effects On Numerical Modelling Of Vortex-Type Stormwater Retention Ponds

S. Yamini, H. Shamloo, S. Ghafari
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Abstract

Achieving accurate and reliable CFD modelling results often is the subject of scrutiny because of the importance of the inputs in those simulations. If turbulence modelling is based on Reynolds-Averaged Navier-Stokes (RANS) equations, estimating the turbulent scalar transport requires the definition of the turbulent Schmidt number (Sct), defined as the ratio of momentum diffusivity to mass one in a turbulent flow. However, no universal value has been accepted for this parameter as it is a property of turbulent flows. The practical role of establishing a suitable Sct in numerical studies of stormwater retention ponds is of the utmost importance because the assessment of the hydraulic efficiency of them is based on output mass concentration of tracer tests. In this study, several numerical simulations of a vortex-type stormwater retention pond were systematically carried out using FLOW-3D. A range of various turbulent Schmidt numbers were introduced in numerical simulations performed by different number of computational cells to investigate mesh sensitivity. Moreover, the effects of maximum turbulent mixing length as a user-defined or automatically computed value were assessed. The outcome of this study is an established numerical model with a constant value of maximum turbulent mixing length equal to 7% of the hydraulic diameter along with Sct= 0.625 which provides a close agreement with experimental results. Noticeably, the peak values of numerical dimensionless RDT curves are dramatically decreased, resulted in a close match with experimental results. This concludes that FLOW-3D has a considerable ability to appropriately predict mass diffusivity in vortex-type physics of turbulent flows.
湍流施密特数对旋涡型雨水截流池数值模拟影响的研究
由于在这些模拟中输入的重要性,获得准确和可靠的CFD建模结果经常是审查的主题。如果湍流建模是基于reynolds - average Navier-Stokes (RANS)方程,那么估计湍流标量输运就需要定义湍流施密特数(Sct),它被定义为湍流中动量扩散率与质量1的比值。然而,由于该参数是湍流的一种性质,因此没有一个普遍的值被接受。建立一个合适的Sct在暴雨蓄水池数值研究中的实际作用是至关重要的,因为对蓄水池水力效率的评估是基于示踪剂试验的输出质量浓度。本文采用FLOW-3D对涡型雨水截留池进行了系统的数值模拟。在不同计算单元数的数值模拟中引入了一系列不同的湍流施密特数,以研究网格的灵敏度。此外,还评估了最大湍流混合长度作为用户定义值或自动计算值的影响。本文建立的数值模型,最大湍流混合长度为水力直径的7%,Sct= 0.625,与实验结果吻合较好。值得注意的是,数值无量纲RDT曲线的峰值显著降低,与实验结果吻合较好。这表明FLOW-3D具有相当大的能力,可以适当地预测涡流型湍流物理中的质量扩散率。
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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