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A physically-based distributed cell model for predicting regional rainfall-induced shallow slope failures

机译:基于物理的分布式单元格模型预测区域降雨引起的浅层边坡破坏

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摘要

Rainfall-induced slope failures are one of the most frequent hazards on hilly terrains. This paper proposes a physically-based distributed cell model to predict regional rainfall-induced shallow slope failures in two-layer soils under realistic rainfall conditions. The model consists of four components; namely, a digital terrain model, a spatial rainfall distribution model, an infiltration analysis model, and a slope stability and reliability evaluation model. The digital terrain is discretized into a grid of numerous cells first, with the properties of the soils in each cell assigned. Universal kriging is then adopted to interpolate the spatial rainfall distribution. Afterwards, the infiltration analysis model is used to analyze the infiltration process in two-layer soils under realistic rainfall conditions. The slope stability and reliability evaluation model is finally adopted to assess the regional slope stability and reliability. The distributed cell model is applied to evaluate the spatial and temporal response of a 164.5 km2 area to rainfall near the epicenter of the 2008 Wenchuan earthquake zone. Comparison between the predicted and observed slope failures triggered by the 13 August 2010 storm shows that this model is capable of predicting the locations of rainfall-induced slope failures reasonably well. The model is intended for use as a module in a real-time warning system for rainfall-induced slope failures.
机译:降雨引起的边坡破坏是丘陵地区最常见的危害之一。本文提出了一种基于物理的分布式单元模型,以预测实际降雨条件下两层土壤中区域降雨引起的浅层边坡破坏。该模型由四个部分组成;即数字地形模型,空间降雨分布模型,入渗分析模型以及边坡稳定性和可靠性评估模型。首先将数字地形离散化为包含多个单元的网格,并分配每个单元中土壤的属性。然后采用通用克里格插值法对空间降雨分布进行插值。然后,利用入渗分析模型对实际降雨条件下两层土壤的入渗过程进行了分析。最后采用边坡稳定可靠度评价模型对区域边坡稳定可靠度进行评价。应用分布式单元模型来评估164.5 km2区域对2008年汶川地震灾区震中附近降雨的时空响应。由2010年8月13日的暴风雨引发的预测的和观察到的边坡破坏之间的比较表明,该模型能够较好地预测降雨引起的边坡破坏的位置。该模型旨在用作降雨引起的边坡破坏实时预警系统的模块。

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