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Pore-scale flow measurements at the interface between a sandy layer and a model porous medium: Application to statistical modeling of contact erosion

机译:砂层和多孔介质模型之间界面处的孔隙水流量测量:在接触侵蚀统计模型中的应用

摘要

Contact erosion is potentially initiated at the interface between two soil layers by a groundwater flow within the coarser material. Once eroded by the flow, particles from the finer soil are transported through the pores of the coarser layer. Fluvial dikes are often exposed to this phenomenon. Small-scale experiments combining refractive index matching medium, planar laser-induced fluorescence, and particle image velocimetry were carried out to measure the flow characteristics in the vicinity of an interface between a model granular medium and a fine graded sandy layer. Longitudinal velocities and shear-stress distributions were obtained in Darcy flow conditions. They revealed a long tail toward large values, which reflects the spatial variability of the constrictions in the pores network. Taking into account these distributions can improve the modelling of contact erosion by going beyond the simple use of mean quantities, like Darcy velocity, as is usually proposed in the literature. This is done by successively considering the variability of the porous flow and also that of the critical shear stress. As a main consequence, the resulting global erosion rate is nownonzero for any value of the mean shear stress and there is no longer a stress threshold. Finally, the effect of paving at the sand surface can also be added to the statistical model and makes it possible to account very satisfactorily for previous contact erosion tests at the sample scale.
机译:接触侵蚀可能是由较粗糙材料中的地下水流在两个土壤层之间的界面处引发的。一旦被水流侵蚀,来自较细土壤的颗粒便会通过较粗层的孔隙。河流堤防经常暴露于这种现象。结合折射率匹配介质,平面激光诱导的荧光和颗粒图像测速技术进行了小规模实验,以测量模型颗粒介质与细砂层之间的界面附近的流动特性。在达西流动条件下获得了纵向速度和切应力分布。他们揭示出一条长尾巴,朝向大数值,这反映了孔隙网络中收缩区域的空间变异性。考虑到这些分布,可以超越文献中通常提出的简单使用均值量(例如Darcy速度)来改善接触腐蚀的模型。这是通过依次考虑多孔流的变化以及临界切应力的变化来完成的。作为主要结果,对于任何平均剪切应力值而言,最终的总侵蚀率现在都不为零,并且不再存在应力阈值。最后,在砂面铺路的效果也可以添加到统计模型中,并且可以非常令人满意地说明以前在样品规模上进行的接触侵蚀测试。

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