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首页> 外文期刊>Environmental fluid mechanics >Laboratory measurements and multi-block numerical simulations of the mean flow and turbulence in the non-aerated skimming flow region of steep stepped spillways
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Laboratory measurements and multi-block numerical simulations of the mean flow and turbulence in the non-aerated skimming flow region of steep stepped spillways

机译:陡峭阶梯溢洪道非充气撇渣流区域的平均流量和湍流的实验室测量和多块数值模拟

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摘要

We present and discuss the results of a comprehensive study addressing the non-aerated region of the skimming flow in steep stepped spillways. Although flows in stepped spillways are usually characterized by high air concentrations concomitant with high rates of energy dissipation, the non-aerated region becomes important in small dams and/or spillways with high specific discharges. A relatively large physical model of such spillway was used to acquire data on flow velocities and water levels and, then, well-resolved numerical simulations were performed with a commercial code to reproduce those experimental conditions. The numerical runs benefited from the ability of using multi-block grids in a Cartesian coordinate system, from capturing the free surface with the TruVOF method embedded in the code, and from the use of two turbulence models: the k - ε and the RNG k - ε models. Numerical results are in good agreement with the experimental data corresponding to three volumetric flow rates in terms of the time-averaged velocities measured at diverse steps in the spillway, and they are in very satisfactory agreement for water levels along the spillway. In addition, the numerical results provide information on the turbulence statistics of the flow. This work also discusses important aspects of the flow, such as the values of the exponents of the power-law velocity profiles, and the characteristics of the development of the boundary layer in the spillway.
机译:我们提出并讨论针对陡峭阶梯溢洪道中撇油流量的非充气区域的综合研究结果。尽管阶梯式溢洪道的流量通常以高空气浓度和高能量耗散率为特征,但未充气区域对于小型水坝和/或具有高比流量的溢洪道很重要。使用这种溢洪道的相对较大的物理模型来获取流速和水位的数据,然后,使用商业代码进行良好解析的数值模拟,以重现这些实验条件。数值运算得益于在笛卡尔坐标系中使用多块网格的能力,通过代码中嵌入的TruVOF方法捕获自由曲面以及使用两个湍流模型(k-ε和RNG k)的优势-ε模型。就溢洪道不同阶段测得的时间平均速度而言,数值结果与对应于三种体积流量的实验数据非常吻合,并且溢洪道沿线的水位非常令人满意。另外,数值结果提供了关于流动湍流统计的信息。这项工作还讨论了流量的重要方面,例如幂律速度曲线的指数值以及溢洪道边界层的发育特征。

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