山区上游灾难性山体滑坡造成水坝决堤的情景 日本神户市的案例研究

Christopher Gomez
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引用次数: 0

摘要

据预测,未来 30 年内发生南海槽 8.0 级地震的概率为 80%,因此,在考虑同震滑坡灾害风险管理时,神户市上方山区拦水坝的效率是一个关键问题。在本文中,作者旨在确定住吉川流域的哪个分段更容易因上游的灾难性滑坡而对下游的神户市造成影响。为此,根据 2018 年的激光雷达(LiDAR)数据分析了拦水坝网络的现状,并考虑到结构的逐步填充。结果发现,2018 年的拦水坝容量下降了约原设计容量的 1/10,这可能是由于 2014 年和 2018 年的强降雨事件造成的。然而,尽管发生了这种演变,仅从一条支流开始的大于 20,000 立方米的山体滑坡就能填满所有水坝并流向下游。根据这些数据,可以确定水坝修复计划的优先次序,特别是因为人口老龄化和萎缩正在减少维护拦河坝的人力和资金。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Dams overtopping scenarios from catastrophic landslides in mountains’ headwaters Case study in Kobe City, Japan
As a Mw 8.0 Nankai Trough Earthquake is predicted with an 80% probability of occurrence within the next 30 years, the efficiency of check dams in the mountains above Kobe City is a crucial question when considering co-seismic landslide disaster risk management. In the present contribution the author aimed to define which subsection of the Sumiyoshigawa watershed may be more prone to generate impacts in downstream Kobe City from catastrophic landslides in the headwaters. For this purpose, the present state of the check dams network was analysed from the 2018 LiDAR (Light Detection and Ranging) data, considering the progressive infilling of the structures. As a result, the capacity of the dams in 2018 dropped by about 1/10 of the original designed capacity, arguably because of the heavy rainfall events in 2014 and 2018. Despite this evolution, however, landslides > 20,000 m3 starting from only one tributary can fill all the dams and flow downstream. From this data, it is possible to prioritize dam curation programs, especially because population ageing and shrinking is reducing the manpower and the funds available to maintain the check dams.
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