Image analysis for debris flow properties estimation

R. Genevois , A. Galgaro , P.R. Tecca
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引用次数: 25

Abstract

On August 1998 some debris flows were recorded by an automated monitoring system at Acquabona creek (Eastern Italian Alps). In this paper, motion picture of the flow, timing of single coarse particles on the flow surface, geophone recordings and ultrasonic logs were used to obtain velocity, depth and particle size data for the August 17 debris flow. Analogical images, recorded from zenithal camera located along the flow channel axis, have been converted in digital format and then processed in order to obtain a suitable identification of single flowing particles. Through image analysis techniques, grain-size and surface velocity distributions of debris flows are estimated. These properties are of the outmost importance in developing a proper rheological model for debris flows. Front velocities ranged from 1.8 to 4 m/s and corresponding flow surface velocities ranged from 2.26 to 4.18 m/s. A range of slurry shear strengths and viscosities occur in different surges of the same event. These differences in rheological flow behaviour appear to be influenced by concentration of particles and by flow particle-size distributions too. Coarser slurry are related a Bingham flow and finer slurry is associated to Newtonian flow. The development of rigid plugs is an index of rheological behaviour. In the observed surge Bingham flow is characterised by plug widths between 62 and 94% of flow width for flow depth higher than 45 cm. When depth dropped below 45 cm, slurry is finer and more liquid and flow transformed to hyperconcentrated flow. Turbulent small less concentrated surges are caused by a sort of pushing effect of the following coarser debris surge.

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泥石流特性估计的图像分析
1998年8月,一个自动监测系统在Acquabona creek(东意大利阿尔卑斯山脉)记录了一些泥石流。本文利用流动动态图像、流面上单个粗颗粒的计时、检波器记录和超声波测井等方法,获得了8月17日泥石流的流速、深度和粒度数据。从沿流道轴的顶顶相机记录的类比图像被转换成数字格式,然后进行处理,以获得对单个流动颗粒的适当识别。通过图像分析技术,估计了泥石流的粒度和表面速度分布。这些性质对于建立一个合适的泥石流流变模型至关重要。锋面速度范围为1.8 ~ 4 m/s,对应的流面速度范围为2.26 ~ 4.18 m/s。在同一事件的不同涌动中,浆体的抗剪强度和粘度会发生一定范围的变化。这些流变流动行为的差异似乎也受到颗粒浓度和流动颗粒大小分布的影响。较粗的浆体属于宾厄姆流,较细的浆体属于牛顿流。刚性桥塞的发展是流变行为的一个指标。在观察到的涌动中,宾厄姆流的特征是,当流深高于45厘米时,堵头宽度在流宽的62%到94%之间。当深度降至45 cm以下时,料浆更细、更液化,流动向高浓度流动转变。湍流的小而不集中的浪涌是由随后的较粗的岩屑浪涌的一种推动作用引起的。
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