Ouro P, Fraga B, Viti N, Angeloudis A, Stoesser T, Gualtieri C
1Hydro-environmental Research Centre, School of Engineering, Cardiff University, The Parade, Cardiff, CF24 3AA UK.
4School of Civil Engineering, University of Birmingham, Edgbaston, Birmingham, B15 2TT UK.
Environ Fluid Mech (Dordr). 2018;18(2):487-513. doi: 10.1007/s10652-017-9567-3. Epub 2017 Dec 18.
The results of large-eddy simulations of flow and transient solute transport over a backward facing step and through a 180° bend are presented. The simulations are validated successfully in terms of hydrodynamics and tracer transport with experimental velocity data and measured residence time distribution curves confirming the accuracy of the method. The hydrodynamics are characterised by flow separation and subsequent recirculation in vertical and horizontal directions and the solute dispersion process is a direct response to the significant unsteadiness and turbulence in the flow. The turbulence in the system is analysed and quantified in terms of power density spectra and covariance of velocity fluctuations. The injection of an instantaneous passive tracer and its dispersion through the system is simulated. Large-eddy simulations enable the resolution of the instantaneous flow field and it is demonstrated that the instabilities of intermittent large-scale structures play a distinguished role in the solute transport. The advection and diffusion of the scalar is governed by the severe unsteadiness of the flow and this is visualised and quantified. The analysis of the scalar mass transport budget quantifies the mechanisms controlling the turbulent mixing and reveals that the mass flux is dominated by advection.
本文给出了对后向台阶流动以及通过180°弯道的流动与瞬态溶质输运进行大涡模拟的结果。通过实验速度数据和测量的停留时间分布曲线,在流体动力学和示踪剂输运方面成功验证了模拟结果,证实了该方法的准确性。流体动力学的特征是流动分离以及随后在垂直和水平方向上的再循环,溶质弥散过程是对流动中显著的非定常性和湍流的直接响应。根据功率密度谱和速度波动协方差对系统中的湍流进行了分析和量化。模拟了瞬时无源示踪剂的注入及其在系统中的弥散。大涡模拟能够解析瞬时流场,结果表明间歇性大尺度结构的不稳定性在溶质输运中起着显著作用。标量的平流和扩散受流动的严重非定常性支配,对此进行了可视化和量化分析。对标量质量输运收支的分析量化了控制湍流混合的机制,结果表明质量通量以平流为主。