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A subaqueous hazard map for earthquake-triggered landslides in Lake Zurich, Switzerland

机译:瑞士苏黎世湖的地震触发滑坡的水管危险地图

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摘要

The awareness of geohazards in the subaqueous environment has steadily increased in the past years and there is an increased need to assess these hazards in a quantitative sense. Prime examples are subaqueous landslides, which can be triggered by a number of processes including earthquakes or human activities, and which may impact offshore and onshore infrastructure and communities. In the literature, a plenitude of subaqueous landslide events are related to historical earthquakes, including cases from lakes in Switzerland. Here, we present an approach for a basin-wide earthquake-triggered subaquatic landslide hazard assessment for Lake Zurich, which is surrounded by a densely populated shoreline. Our analysis is based on high-resolution sediment-mechanical and geophysical input data. Slope stabilities are calculated with a grid-based limit equilibrium model on an infinite slope, which uses Monte Carlo sampled input data from a sediment-mechanical stratigraphy of the lateral slopes. Combined with probabilistic ground-shaking forecasts from a recent national seismic hazard analysis, subaquatic earthquake-triggered landslide hazard maps are constructed for different mean return periods, ranging from 475 to 9975 years. Our results provide a first quantitative landslide hazard estimation for the lateral slopes in Lake Zurich. Furthermore, a back-analysis of a case-study site indicates that pseudostatic accelerations in the range between 0.04 and 0.08 g were needed to trigger a well-investigated subaqueous landslide, dated to similar to 2210 cal. years B.P.
机译:在过去几年中,岩地环境中的地质区域的认识稳步增加,需要增加在定量意义上评估这些危害的需要。主要例子是亚水上滑坡,可以通过包括地震或人类活动的许多过程引发,可能影响海上和陆上基础设施和社区。在文献中,水上山体滑坡事件的富集与历史地震有关,包括瑞士湖泊的病例。在这里,我们提出了一种对苏黎世湖的盆地地震触发的眶下危险危害评估,其被浓密的人口稠密的海岸线包围。我们的分析基于高分辨率沉积和地球物理输入数据。斜坡稳定性通过无限斜坡上的基于网格的极限平衡模型计算,该模型使用来自横向斜坡的沉积机械层面的蒙特卡罗采样输入数据。结合来自最近国家地震危害分析的概率地面摇动预测,结构触发的滑坡危险地图适用于不同的平均返回期,范围从475到9975年。我们的结果为苏黎世湖的横向斜坡提供了第一种定量的滑坡危害估计。此外,案例研究部位的后分析表明,需要在0.04和0.08g的范围内进行假的促进,以引发良好的研究山底滑坡,日期为类似于2210克拉。年份B.P.

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