在粗的水平表面上,低粘度颗粒柱的崩动态和沉积形态
Thanh-Trung Vo1,2, Trung-Kien Nguyen3
1School of Transportation Engineering, Danang Architecture University, 566 Nui Thanh St., Da Nang City, Vietnam.
Physical review. E
|February 17, 2024
概括
使用数值模拟研究了颗粒柱崩动态. 确定了影响崩,冲出和沉积的关键因素,从而为颗粒流量提供了统一的缩放描述.
科学领域:
- 地质物理学 地质物理学
- 流体动力学 流体动力学
- 计算物理 计算物理
背景情况:
- 颗粒物流,如山体滑坡和雪崩,构成重大自然危险.
- 了解颗粒柱的崩塌动态和沉积形态对于危险评估至关重要.
研究的目的:
- 通过数值研究低粘度凝聚力的颗粒柱的崩动态和沉积形态.
- 系统地改变初始列面积比,凝聚力应力和液体粘度.
- 为颗粒列行为开发统一的缩放描述.
主要方法:
- 三维离散元素方法 (DEM) 模拟.
- 关键参数的系统变化:面积比,凝聚应力,液体粘度.
- 分析动能,逃跑时间,逃跑距离,脚角和沉积高度.
主要成果:
- 动能,跑出时间和距离随着尺寸比增加而增加.
- 凝聚性和粘性效应降低了动能,跑出时间和距离.
- 脚的角度和沉积高度显示了与尺寸比的反向关系和与凝聚性/粘性效应的直接关系.
- 一个无维度缩放数,包括Bond数和面积比,统一了各种描述性指标.
结论:
- 该研究提供了一个统一的细粒柱崩和沉积的描述,使用一个无维缩放数.
- 结果提供了对控制颗粒流的物理性质的见解.
- 这项研究有助于解释复杂的自然灾害事件,并改进风险减轻策略.
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