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Investigation of vertical size segregation in bedload sediment transport with a coupled fluid-discrete element model

机译:耦合流-离散元模型研究河床沉积物输运过程中的垂直尺寸分离

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In order to gain understanding of kinetic sieving-type segregation in bedload sediment transport, numerical experiments of two-size particle mixtures were carried out, using a validated coupled fluid-discrete element model developed at Irstea. A 3D 10% steep domain consisting at initial time of a given number of layers of 4 mm particles deposited on top of a coarser 6 mm particle bed, was submitted to a turbulent and supercritical fluid shear flow (Shields numbers of 0.1 and 0.3). The elevation of the centre of mass of the infiltrated fine particles is observed to follow the same logarithmic decrease with time, whatever the initial number of fine layers. This decrease is steeper for a higher Shields number. The main result is that this typical behaviour is related at first order to the shear rate depth profile.
机译:为了了解床载沉积物运移过程中的动力学筛分型分离,使用在Irstea开发的经过验证的流固耦合模型对两种尺寸的颗粒混合物进行了数值实验。在初始时,将3D 10%的陡峭区域包括沉积在较粗的6 mm颗粒床顶部的给定数量的4 mm颗粒层组成,使其经受湍流和超临界流体剪切流(盾构数为0.1和0.3)。不论初始的细层数如何,观察到的渗透微粒的质心高度都随时间遵循相同的对数减小。对于更高的Shields数字,此下降幅度更大。主要结果是,这种典型行为与剪切速率深度分布图一阶相关。

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