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首页> 外文期刊>Bulletin of engineering geology and the environment >Numerical simulation for run-out extent of debris flows using an improved cellular automaton model
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Numerical simulation for run-out extent of debris flows using an improved cellular automaton model

机译:改进的元胞自动机模型对泥石流跳动程度的数值模拟

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摘要

Numerical simulation of the debris-flow process is commonly based on the shallow water equations. However, as a two-phase anisotropic mixture, debris flows display complex rheological behavior, making it difficult to model or to simulate these using standard approaches. In this paper, an improved cellular automaton (CA) model is developed for simulating the extent of debris-flow run-out. The CA model consists of three essential components: cellular space, lattice relation, and transition function. A two-dimensional rectangular cellular space is generated from mesh grid in the digital terrain model data, and the Moore neighborhood type is selected as the lattice relation. We also use a transition function based on a Monte Carlo iteration algorithm to automatically search the flow direction and flow routine. Specifically, this new transition function combines the topography function and persistence function (due to the flow inertia), and is advanced in its ability to avoid certain illogical lateral spreading due to abrupt changes in topography. In addition, in contrast to previous studies, in the present work, we regressed the persistence function from a well-documented flume experiment, rather than using a manipulated constant value as described in earlier empirical studies. Our results show that the debris-flow persistence function is closely related to the channel slope. It approximates the law of cosines at a steep slope and Gamma law at a gentle slope. To illustrate the performance of the improved CA model, we selected the 2010 Yohutagawa debris-flow event in Japan as a case study. Our results show that the simulated deposition perimeter pattern and run-out distance are in high accordance with the data from in situ investigation.
机译:泥石流过程的数值模拟通常基于浅水方程。但是,作为两相各向异性混合物,碎屑流显示出复杂的流变行为,因此很难使用标准方法对它们进行建模或模拟。在本文中,开发了一种改进的细胞自动机(CA)模型来模拟泥石流跳动的程度。 CA模型包含三个基本组件:细胞空间,晶格关系和跃迁函数。从数字地形模型数据中的网格生成二维矩形单元空间,并选择摩尔邻域类型作为晶格关系。我们还使用基于蒙特卡洛迭代算法的转换函数来自动搜索流向和流例程。具体地说,这个新的转换函数结合了地形函数和持久性函数(由于流动惯性),并且在避免由于地形突然变化而引起的某些不合逻辑的横向扩展方面具有先进的能力。另外,与以前的研究相反,在本工作中,我们从持久性良好的水槽实验中回归了持久性函数,而不是使用早期经验研究中描述的操纵常数。我们的结果表明,泥石流持久性函数与河道坡度密切相关。它近似于在陡坡上的余弦定律和在缓坡上的伽玛定律。为了说明改进的CA模型的性能,我们选择了2010年日本Yohutagawa泥石流事件作为案例研究。我们的结果表明,模拟的沉积物周长模式和跳动距离与原位调查数据高度吻合。

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    Cent S Univ, Sch Civil Engn, 68 Shaoshan Rd, Changsha 410075, Hunan, Peoples R China;

    Cent S Univ, Sch Civil Engn, 68 Shaoshan Rd, Changsha 410075, Hunan, Peoples R China|Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610000, Sichuan, Peoples R China;

    Cent S Univ, Sch Civil Engn, 68 Shaoshan Rd, Changsha 410075, Hunan, Peoples R China;

    Kyushu Univ, Dept Civil & Struct Engn, Fukuoka 8190395, Japan;

    Cent S Univ, Sch Civil Engn, 68 Shaoshan Rd, Changsha 410075, Hunan, Peoples R China;

    Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610000, Sichuan, Peoples R China;

    Tongji Univ, Coll Civil Engn, Dept Hydraul Engn, Shanghai 200092, Peoples R China;

    Cent S Univ, Sch Civil Engn, 68 Shaoshan Rd, Changsha 410075, Hunan, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Debris flow; Numerical simulation; Cellular automaton model; Transition function; Flow direction algorithm;

    机译:泥石流数值模拟元胞自动机模型转移函数流向算法;

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