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A rapid method to identify the potential of debris flow development induced by rainfall in the catchments of the Wenchuan earthquake area

机译:一种快速确定汶川地震灾区集水区降雨造成泥石流发展潜力的方法

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In many mountainous areas, the limited space in the valley floors has created a need to construct temporary settlements in zones potentially exposed to debris flow hazards after a strong earthquake. Existing methods for the identification of debris flow catchments based on pre-earthquake catchment characteristics were not applicable. In the earthquake-affected zones, a rapid identification of catchments with a high hazard level for debris flows is then necessary, to provide information for future risk management. With the aim of assessing the potential of debris flow development in catchments in the Wenchuan earthquake area, a detailed analysis of the relationships between catchment morphology and the area of co-seismic rockfalls and rotational or translational landslides was carried out. This paper presents three empirical models to identify debris flow-prone catchments at a regional scale. One hundred and twenty-three catchments in the Wenchuan earthquake area were selected and investigated using high-resolution aerial photography to estimate the area of co-seismic rockfalls and rotational or translational landslides in the catchments. The statistical results show that debris flow-prone catchments have areas higher than 0.5 km(2), relief ratios which vary between 36.4 and 119.2 %, mean slopes which range between 25A degrees and 45A degrees, and a catchment relief larger than 0.5 km. But the debris flow catchments are more closely related to the catchment area and catchment relief than the relief ratio and mean slope. So the catchment area and catchment relief were selected as the key factors to establish the applicable identification models. The threshold for co-seismic landslides was defined in terms of areas of co-seismic landslides (A (L)), catchment area (A), catchment relief (H), and catchment area-relief ratio (A/H). A (L)-A, A (L)-H, and A (L)-(A/H) threshold models were constructed for debris flow-prone catchments in the Wenchuan earthquake area using the empirical data set of debris flow catchments. The validation suggests that the proposed models are suitable for identification of potential debris flows in the Wenchuan earthquake area. The empirical models are very simple, and the data necessary for the input are easily measurable topographic parameters and co-seismic landslides in a catchment. The approach may be applied to identify the potential debris flow in other earthquake areas due to simplicity and the very low cost-benefit rate, when adapting the threshold parameters according to new local conditions.
机译:在许多山区,山谷底部的空间有限,因此需要在强烈地震后可能遭受泥石流危害的区域建造临时定居点。现有的基于地震前流域特征的泥石流流域识别方法不适用。因此,在受地震影响的地区,有必要对那些泥石流危险程度高的集水区进行快速识别,以为将来的风险管理提供信息。为了评估汶川地震地区集水区泥石流的发展潜力,对集水区形态与同震落石,旋转或平移滑坡面积之间的关系进行了详细分析。本文提出了三个经验模型,以识别区域范围内易发生泥石流的流域。选择了汶川地震地区的一百二十三个集水区,并使用高分辨率航空摄影技术对其进行了调查,以估算集水区同震落石和旋转或平移滑坡的面积。统计结果表明,易发生泥石流的流域面积大于0.5 km(2),缓坡率在36.4%至119.2%之间变化,平均斜率在25A度至45A度之间,并且流域缓坡大于0.5 km。但是,泥石流集水区与集水区和集水区浮雕的关系比浮雕比率和平均坡度更紧密。因此,选择集水区和集水区作为建立适用识别模型的关键因素。同震滑坡的阈值是根据同震滑坡的面积(A(L)),集水面积(A),集水面积(H)和集水面积减量比(A / H)来定义的。利用泥石流集水区的经验数据集,为汶川地震地区易发生泥石流集水区建立了(L)-A,A(L)-H和A(L)-(A / H)门限模型。验证表明,所提出的模型适用于识别汶川地震地区的潜在泥石流。经验模型非常简单,输入所需的数据是流域中易于测量的地形参数和同震滑坡。当根据新的本地条件调整阈值参数时,由于简单性和非常低的成本收益率,该方法可用于识别其他地震区域中的潜在泥石流。

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