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首页> 外文期刊>Journal of Volcanology and Geothermal Research >Stability assessment of the Crater Lake/Te Wai-a-moe overflow channel at Mt. Ruapehu (New Zealand), and implications for volcanic lake break-out triggers
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Stability assessment of the Crater Lake/Te Wai-a-moe overflow channel at Mt. Ruapehu (New Zealand), and implications for volcanic lake break-out triggers

机译:山顶火山口湖/ Te Wai-a-moe溢流通道的稳定性评估。鲁阿佩胡(新西兰)及其对火山湖爆发触发器的影响

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The presence of lakes on active volcanoes gives rise to several unique volcano-hydrologic hazards, including those directly related to volcanic activity (e.g. phreatic explosions) and non-volcanic phenomena (e.g. lake outbursts). Mt. Ruapehu volcano hosts the 10(7) m(3) Crater Lakefre Wai-a-moe in the active summit crater, making it prone to lahars due to the abundance of water stored at high elevation. Apart from eruptive periods when water is commonly ejected from the lake, large lahar events can occur when portions of the crater rim fail during quiescent periods, leading to partial lake drainage; the latter occurred recently in 1953 and 2007. Here, we investigate the potential of future lahars due to rim failure at the current overflow channel considering several triggering scenarios during non-eruptive periods. The geomechanical properties of a matrix-dominated breccia unit composing part of the overflow channel were analyzed using physical and mechanical laboratory methods. These properties, combined with previous geomechanical studies of lava units in the overflow channel, were used in finite element and limit equilibrium method-based groundwater and stability models. Groundwater models indicate that a low-permeability barrier inside the crater rim is preventing water from seeping through the unconsolidated and potentially permeable breccia unit of the overflow channel. The removal of this barrier, or weathering of a resistive lava cap, could cause water to seep through the overflow channel, elevating the potential of collapse. Slope stability models indicate that under certain conditions, the overflow channel is below a conservative threshold of stability and can be destabilized with continued mechanical or chemical weathering that reduces strength properties. This is also true during high magnitude tectonic or volcanic earthquakes, where large ground accelerations could result in several centimeters of displacement at the overflow channel, corresponding to high hazard categories of stability. In the worst-case scenario modeled here, full collapse of the overflow channel could result in the release of c. 2.4 million m(3) of lake water. This could drive a lahar substantially larger than well-documented historic events, including the more common lahars produced during eruptions. The identification of key factors affecting stability can be used to inform future monitoring and the risk of these high impact events. (C) 2018 Elsevier B.V. All rights reserved.
机译:活火山上湖泊的存在会引起几种独特的火山水文灾害,包括与火山活动直接相关的危险(如潜水爆炸)和非火山现象(如湖泊爆发)。公吨。鲁阿佩胡火山在活跃的山顶火山口中拥有10(7)m(3)的火山口莱克弗雷韦阿穆火山,由于高海拔地区储存的大量水,因此容易发生拉哈尔火山。除了通常从湖中喷出水的爆发期以外,当火山口边缘的一部分在静止时期失效时,还会发生大型的拉哈尔事件,从而导致部分湖泊排泄。后者发生在1953年和2007年。在这里,考虑到非喷发期间的几种触发情况,我们研究了由于当前溢流通道的边缘故障而导致的未来lahars的可能性。使用物理和机械实验室方法分析了组成溢流通道一部分的以基质为主的角砾岩单元的地质力学性质。这些特性与溢流通道中熔岩单元先前的地质力学研究相结合,被用于基于有限元和极限平衡法的地下水和稳定性模型中。地下水模型表明,火山口边缘内部的低渗透性屏障正在阻止水从溢流通道的疏松角砾岩单元渗出。去除该障碍物或抵抗性熔岩帽的风化可能会导致水从溢流通道中渗出,从而增加倒塌的可能性。边坡稳定性模型表明,在某些条件下,溢流通道低于稳定的保守阈值,并且可能由于持续的机械或化学风化作用而降低稳定性,从而降低强度特性。在高强度的构造或火山地震中也是如此,在大地震中,大的地面加速度可能会导致溢流通道处几厘米的位移,这对应于高危险等级的稳定性。在此处建模的最坏情况下,溢出通道的完全崩溃可能会导致c的释放。 240万平方米(3)的湖水。这可能会导致Lahar的活动远大于有据可查的历史事件,包括爆发期间产生的更常见的Lahar。确定影响稳定性的关键因素可用于为将来的监视以及这些高影响事件的风险提供信息。 (C)2018 Elsevier B.V.保留所有权利。

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