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A physics-based probabilistic forecasting model for rainfall-induced shallow landslides at regional scale

机译:区域规模浅层滑坡基于物理概率预测模型

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Conventional outputs of physics-based landslide forecasting models are presented as deterministic warnings by calculating the safety factor (F-s) of potentially dangerous slopes. However, these models are highly dependent on variables such as cohesion force and internal friction angle which are affected by a high degree of uncertainty especially at a regional scale, resulting in unacceptable uncertainties of F-s. Under such circumstances, the outputs of physical models are more suitable if presented in the form of landslide probability values. In order to develop such models, a method to link the uncertainty of soil parameter values with landslide probability is devised. This paper proposes the use of Monte Carlo methods to quantitatively express uncertainty by assigning random values to physical variables inside a defined interval. The inequality F-s 1 is tested for each pixel in n simulations which are integrated in a unique parameter. This parameter links the landslide probability to the uncertainties of soil mechanical parameters and is used to create a physics-based probabilistic forecasting model for rainfall-induced shallow landslides. The prediction ability of this model was tested in a case study, in which simulated forecasting of landslide disasters associated with heavy rain-falls on 9 July 2013 in the Wenchuan earthquake region of Sichuan province, China, was performed. The proposed model successfully forecasted landslides in 159 of the 176 disaster points registered by the geo-environmental monitoring station of Sichuan province. Such testing results indicate that the new model can be operated in a highly efficient way and show more reliable results, attributable to its high pre-diction accuracy. Accordingly, the new model can be potentially packaged into a forecasting system for shallow landslides providing technological support for the mitigation of these disasters at regional scale.
机译:通过计算潜在危险斜坡的安全系数(F-S)来呈现基于物理的滑坡预测模型的常规输出作为确定性警告。然而,这些模型高度依赖于诸如凝聚力和内部摩擦角的变量,这些变量受到高度不确定性的影响,特别是在区域规模,导致F-S的不可接受的不确定性。在这种情况下,如果以滑坡概率值的形式呈现,物理模型的输出更合适。为了开发这种模型,设计了一种将土壤参数值的不确定性与滑坡概率联系起来的方法。本文提出了使用蒙特卡罗方法通过将随机值分配给定义的间隔内的物理变量来定量表达不确定性。不等式F-S&对于N模拟中的每个像素进行测试,该像素集成在唯一参数中。该参数将滑坡概率与土壤机械参数的不确定性联系起来,用于创造一种基于物理的概率预测模型,用于降雨诱导的浅层滑坡。在一个案例研究中测试了该模型的预测能力,其中对2013年7月9日在中国四川省汶川地震区进行了与大雨落下相关的滑坡灾害的模拟预测。拟议的模型成功预测了四川省地球环境监测站176艘灾难点的159年的山体滑坡。这种测试结果表明,新模型可以以高效的方式运行,并显示出更可靠的结果,可归因于其高的译文精度。因此,新型模型可能被封装成浅层滑坡的预测系统,为在区域规模上减轻这些灾害的技术支持。

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