Experimental Investigation on the Impact Dynamics of Saturated Granular Flows on Rigid Barriers

N. Sanvitale, E. Bowman, M. Cabrera
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引用次数: 3

Abstract

Debris flows involve the high-speed downslope motion of rocks, soil, and water. Their high flow velocity and high potential for impact loading make them one of the most hazardous types of gravitational mass flows. This study focused on the roles of particle size grading and degree of fluid saturation on impact behavior of fluid-saturated granular flows on a model rigid barrier in a small-scale flume. The use of a transparent debris-flow model and plane laser-induced fluorescence allowed the motion of particles and fluid within the medium to be examined and tracked using image processing. In this study, experiments were conducted on flows consisting of two uniform and one well-graded particle size gradings at three different fluid contents. The evolution of the velocity profiles, impact load, bed normal pressure, and fluid pore pressure for the different flows were measured and analyzed in order to gain a quantitative comparison of their behavior before, during, and after impact.
饱和颗粒流对刚性屏障冲击动力学的实验研究
泥石流包括岩石、土壤和水的高速下坡运动。它们的高流速和高潜在的冲击载荷使它们成为最危险的重力质量流类型之一。本文主要研究了粒径级配和流体饱和度对饱和颗粒流在小尺度水槽模型刚性屏障上的冲击行为的影响。使用透明的泥石流模型和平面激光诱导荧光,可以使用图像处理检查和跟踪介质中颗粒和流体的运动。在本研究中,在三种不同的流体含量下,对由两个均匀和一个分级良好的粒径级配组成的流动进行了实验。测量和分析了不同流动的速度分布、冲击载荷、床层法向压力和流体孔隙压力的演变,以便定量比较它们在冲击前、冲击中和冲击后的行为。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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