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Turbidity current with a roof: Direct numerical simulation of self-stratified turbulent channel flow driven

机译:带有屋顶的浊流:自分层湍流驱动的直接数值模拟

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In this work we present direct numerical simulations (DNS) of sediment-laden channel flows. In contrast to previous studies, where the flow has been driven by a constant, unifortrm pressure gradient, our flows are driven by the excess density imposed by suspended sedihent. This configuration provides a simplified model of a turbidity current and is thus called the turbidity current with a roof configuration. Our calculations elucidate with DNS for the first time several fascinating features of sediment-laden flows, which may be summarized as follows. First, the presence of sediment breaks the symmetry of the flow because of a tendency to self-stratify. More specifically, this self-stratification is manifested in terms of a Reynolds-averaged suspended sediment concentration that declines in the upward normal direction and a Reynolds-averaged velocity profile with a maximum that is below the channel centerline. Second, this self-stratification damps the turbulence, particularly near the bottom wall. Two regimes are observed, one in which the flow remains turbulent but the level of turbulence is reduced and another in which the flow relaminarizes in a region near the bottom wall, i.e., bed. Third, the analysis allows the determination of a criterion for the break between these two regimes in terms of an appropriately defined dimensionless settling velocity. The results provide guidance for the improvement of Reynolds-averaged closures for turbulent flow in regard to stratification effects. Although the analysis reported here is not performed at the scale of large oceanic turbidity currents, which have sufficiently large Reynolds numbers to be inaccessible via DNS at this time, the implication of flow relaminarization is of considerable importance. Even a swift oceanic turbidity current which at some point crosses the threshold into the regime of relaminarization may lose the capacity to reentrain sediment that settles on the bed and thus may quickly die as it loses its driving force.
机译:在这项工作中,我们提出了含沙通道水流的直接数值模拟(DNS)。与以前的研究相反,在以前的研究中,流量是由恒定的单压力梯度驱动的,而我们的流量是由悬浮的沉积物施加的过大密度驱动的。该构造提供了浊度电流的简化模型,因此被称为具有屋顶构造的浊度电流。我们的计算首次使用DNS阐明了含沙量流的几个引人入胜的特征,可总结如下。首先,沉积物的存在由于自分层的趋势而破坏了流动的对称性。更具体地说,这种自分层表现为雷诺平均悬浮沉淀物浓度沿法线向上下降,而雷诺平均速度分布曲线的最大值位于通道中心线以下。第二,这种自分层可减弱湍流,特别是在底壁附近。观察到两种状态,一种状态使流动保持湍流,但湍流程度减小,而另一种状态使流动在靠近底壁的区域,即床层中再分层。第三,根据适当定义的无量纲沉降速度,该分析允许确定这两种状态之间的断裂标准。结果为分层效果方面的改进提供了雷诺平均湍流封闭的指导。尽管这里报告的分析不是在大的海洋浊流的规模上进行的,大的浊流具有足够大的雷诺数,以至于此时无法通过DNS进行访问,但是流动再分层的含义非常重要。即使是在某个时候超过阈值进入再分层机制的快速海洋浑浊流,也可能失去重新夹带沉积在河床上的沉积物的能力,因此可能会由于失去驱动力而迅速死亡。

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