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Potential risk analysis on a Jianchuandong dangerous rockmass-generated impulse wave in the Three Gorges Reservoir, China

机译:三峡水库剑川洞危险岩体产生的冲击波潜在风险分析

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An impulse wave generated by landslide is a major detriment to waterway safety in reservoirs. Thick-bedded pillar-shaped rockmass is one of the principal potential tsunami generators in the Three Gorges Reservoir and other reservoirs around the world. However, the impulse wave generated by a pillar-shaped rockmass was seldom studied in the past. The Jianchuandong dangerous rockmass lies on the left bank of Yangtze River in the Wu Gorge of the Three Gorges Reservoir with a total volume of 36 x 10(4) m(3) or so, standing as a serious threat to the safety of the waterway, a renowned "expressway''. Along with the deterioration of the base mass, the Jianchuandong rockmass is likely to either slide or topple due to instability. A solid-fluid coupled computational fluid dynamic model is built to calculate the potential impulse wave induced by the Jianchuandong dangerous rockmass. The potential impulse waves under four working conditions with two failure modes and two water levels are discussed. Numerical simulation results show that the potential maximum wave height and maximum run-up are 47.1 and 27.2 m, respectively. Based on the integrated calculation results, we deduce a 15 km channel segment likely to be affected by the Jianchuandong rockmass-induced impulse wave for early warning purpose. By engineering geological analogy, the calculation results are verified with the instance data of two impulse wave events generated by landslides in the Three Gorges Reservoir. The purpose of this study is to provide a technical support for early warning, prevention and control of hazards associated with the Jianchuandong dangerous rockmass and to serve as a reference for researches on impulse wave generated by pillar-shaped rockmass collapse around the world.
机译:滑坡产生的冲击波是水库水路安全的主要危害。厚床状的柱状岩体是三峡水库和全球其他水库中潜在的主要海啸发生器之一。但是,过去很少研究由柱状岩体产生的脉冲波。剑川洞危险岩体位于三峡水库吴峡的长江左岸,总体积约36 x 10(4)m(3),对水路安全构成严重威胁。是一种著名的“高速公路”,随着基础质量的恶化,剑川洞岩体可能会因不稳定而发生滑动或倾覆,建立了固液耦合计算流体动力学模型来计算潜在的冲击波。讨论了剑川洞危险岩体在两种破坏模式和两种水位的四种工况下的潜在冲击波,数值模拟结果表明,潜在的最大波高分别为47.1和27.2m。综合计算结果,我们推论出可能受剑川洞岩体引起的冲击波影响的15 km航段,以进行预警。利用三峡水库滑坡产生的两次冲击波事件实例数据验证了计算结果。这项研究的目的是为与剑川洞危险岩体有关的灾害的预警,预防和控制提供技术支持,并为世界范围内柱状岩体坍塌产生的脉冲波研究提供参考。

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