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Rockfall hazard and risk assessments along roads at a regional scale: example in Swiss Alps

机译:区域公路沿线的崩塌危害和风险评估:以瑞士阿尔卑斯山为例

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Unlike fragmental rockfall runout assessments, there are only few robust methods to quantify rock-massfailure susceptibilities at regional scale. A detailed slope angle analysis of recent Digital Elevation Models (DEM) can be used to detect potential rockfall source areas, thanks to the Slope Angle Distribution procedure. However, this method does not provide any information on block-release frequencies inside identified areas. The present paper adds to the Slope Angle Distribution of cliffs unit its normalized cumulative distribution function. This improvement is assimilated to a quantitative weighting of slope angles, introducing rock-mass-failure susceptibilities inside rockfall source areas previously detected. Then rockfall runout assessment is performed using the GIS- and process-based software Flow-R, providing relative frequencies for runout. Thus, taking into consideration both susceptibility results, this approach can be used to establish, after calibration, hazard and risk maps at regional scale. As an example, a risk analysis of vehicle traffic exposed to rockfalls is performed along the main roads of the Swiss alpine valley of Bagnes.
机译:与零碎的岩崩跳动评估不同,在区域尺度上,仅有很少的可靠方法来量化岩体破坏敏感性。借助“倾斜角分布”程序,可以使用最新的数字高程模型(DEM)进行详细的倾斜角分析,以检测潜在的落石源区域。但是,此方法不提供有关已识别区域内的块释放频率的任何信息。本文将悬崖单元的坡度角分布归一化了累积分布函数。这种改进被等同于对倾斜角度的定量加权,从而在先前检测到的落石源区域内引入了岩体破坏敏感性。然后,使用基于GIS和基于过程的软件Flow-R进行落石跳动评估,为跳动提供相对频率。因此,考虑到两个敏感性结果,该方法可用于在校准后建立区域规模的危害和风险图。例如,在瑞士阿尔卑斯山脉的巴涅斯山谷的主要道路上进行了落石事故的风险分析。

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