澳洲珀斯峡谷五种海底滑坡情景的三维数值模拟,以评估引发海啸的危险

Elise J. Buller, Kendall C. Mollison, Hannah E. Power
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引用次数: 0

摘要

海底峡谷已经在世界上几乎所有的边缘地区被发现(Urlaub等人,2013)。它们的结构和形态归因于几个因素,包括地质、构造、海平面变化和该地区的沉积物供应(Laursen和Normark, 2002),在不同的时空尺度上发生的过程驱动了复杂的形态(Drexler等,2006)。海底峡谷中一个常见的过程是以海底滑坡(SMLS)的形式大量浪费沉积物(Brothers, et al., 2013)。SMLS是由重力驱动的沉积物或碎片的位移,其中下坡力大于用于抵抗质量破坏的力(Mountjoy和Micallef, 2018)。Buller等人(2021)利用经验计算评估了这些小浪产生的潜在海啸危害,结果表明,这些小浪产生的波浪幅值在2.13 - 15.90 m之间,对邻近海岸线构成海啸威胁。然而,在他们的研究中评估的海啸风险是一个保守的初步评估,并没有考虑到当地的水深测量对海啸传播的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
3D NUMERICAL MODELLING OF FIVE SUBMARINE LANDSLIDE SCENARIOS IN PERTH CANYON, AUSTRALIA TO ASSESS TSUNAMIGENIC HAZARD
Submarine canyons have been identified on nearly all margins around the world (Urlaub et al., 2013). Their configuration and morphology has been attributed to several factors including geology, tectonism, sea-level variations, and sediment supply to the region (Laursen and Normark, 2002) with processes occurring over varying temporal and spatial scales driving complex morphologies (Drexler, et al., 2006). A common process in submarine canyons is the mass wasting of sediment in the form of submarine landslides (SMLS) (Brothers, et al., 2013). A SMLS is a displacement of sediment or debris driven by gravity where the downslope forces are greater than the forces that are acting to resist the mass-failures (Mountjoy and Micallef, 2018). The potential tsunami hazard posed by these SMLS was assessed by Buller et al. (2021) using empirical calculations which showed that these SMLSs posed a tsunami threat to the adjacent coastline with calculated wave amplitudes ranging from 2.13 – 15.90 m. However, the tsunami risk assessed in their study was a conservative initial assessment and did not consider how local bathymetry influenced tsunami propagation.
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