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Improving predictive power of physically based rainfall-induced shallow landslide models: a probabilistic approach

机译:提高基于物理的降雨诱发的浅层滑坡模型的预测能力:一种概率方法

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Distributed models to forecast the spatial and temporal occurrence of rainfall-induced shallow landslides are based on deterministic laws. These models extend spatially the static stability models adopted in geotechnical engineering, and adopt an infinite-slope geometry to balance the resisting and the driving forces acting on the sliding mass. An infiltration model is used to determine how rainfall changes pore-water conditions, modulating the local stability/instability conditions. A problem with the operation of the existing models lays in the difficulty in obtaining accurate values for the several variables that describe the material properties of the slopes. The problem is particularly severe when the models are applied over large areas, for which sufficient information on the geotechnical and hydrological conditions of the slopes is not generally available. To help solve the problem, we propose a probabilistic Monte Carlo approach to the distributed modeling of rainfall-induced shallow landslides. For this purpose, we have modified the transient rainfall infiltration and grid-based regional slope-stability analysis (TRIGRS) code. The new code (TRIGRS-P) adopts a probabilistic approach to compute, on a cell-by-cell basis, transient pore-pressure changes and related changes in the factor of safety due to rainfall infiltration. Infiltration is modeled using analytical solutions of partial differential equations describing one-dimensional vertical flow in isotropic, homogeneous materials. Both saturated and unsaturated soil conditions can be considered. TRIGRS-P copes with the natural variability inherent to the mechanical and hydrological properties of the slope materials by allowing values of the TRIGRS model input parameters to be sampled randomly from a given probability distribution. The range of variation and the mean value of the parameters can be determined by the usual methods used for preparing the TRIGRS input parameters. The outputs of several model runs obtained varying the input parameters are analyzed statistically, and compared to the original (deterministic) model output. The comparison suggests an improvement of the predictive power of the model of about 10% and 16% in two small test areas, that is, the Frontignano (Italy) and the Mukilteo (USA) areas. We discuss the computational requirements of TRIGRS-P to determine the potential use of the numerical model to forecast the spatial and temporal occurrence of rainfall-induced shallow landslides in very large areas, extending for several hundreds or thousands of square kilometers. Parallel execution of the code using a simple process distribution and the message passing interface (MPI) on multi-processor machines was successful, opening the possibly of testing the use of TRIGRS-P for the operational forecasting of rainfall-induced shallow landslides over large regions.
机译:基于确定性定律的分布式模型可预测降雨引起的浅层滑坡的时空分布。这些模型在空间上扩展了岩土工程中采用的静态稳定性模型,并采用了无限斜坡几何形状来平衡作用在滑动块上的阻力和驱动力。渗透模型用于确定降雨如何改变孔隙水条件,从而调节局部稳定性/不稳定性条件。现有模型的操作问题在于难以获得描述斜坡材料特性的几个变量的准确值。当将模型应用于大面积区域时,问题尤其严重,因为通常无法获得有关斜坡的岩土和水文条件的足够信息。为了解决该问题,我们提出了一种概率蒙特卡罗方法来对降雨引起的浅层滑坡进行分布式建模。为此,我们修改了瞬时降雨入渗和基于网格的区域边坡稳定性分析(TRIGRS)代码。新规范(TRIGRS-P)采用了一种概率方法,可以逐个单元地计算瞬时降雨压力变化以及降雨入渗引起的安全系数的相关变化。使用描述各向同性均质材料中的一维垂直流的偏微分方程的解析解对渗透进行建模。饱和和非饱和土壤条件都可以考虑。 TRIGRS-P通过允许从给定的概率分布中随机采样TRIGRS模型输入参数的值,来应对斜坡材料的机械和水文特性固有的自然变异性。参数的变化范围和平均值可以通过准备TRIGRS输入参数的常用方法确定。对通过改变输入参数而获得的几个模型运行的输出进行统计分析,并与原始(确定性)模型输出进行比较。比较表明,在两个小测试区域,即Frontignano(意大利)和Mukilteo(美国)区域,模型的预测能力分别提高了10%和16%。我们讨论了TRIGRS-P的计算要求,以确定数值模型的潜在用途,以预测在数百或数千平方千米的非常大区域内降雨诱发的浅层滑坡的时空发生。使用简单的进程分布和消息传递接口(MPI)在多处理器计算机上并行执行代码是成功的,这为测试使用TRIGRS-P进行大面积降雨诱发的浅层滑坡的运行预测提供了可能。

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