估计新西兰惠灵顿断层破裂导致的赫特谷同震沉降

D. Townsend, J. Begg, R. Dissen, D. Rhoades, W. Saunders, T. Little
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引用次数: 1

摘要

在大地震中,地面变形会造成很大的损失。与仅遭受强烈震动的地区相比,遭受永久性地面变形和强烈震动的地区通常遭受更大程度的破坏和损失。新西兰惠灵顿地区的下赫特谷毗邻活跃的惠灵顿断层。垂直变形的长期信号是下沉,最有可能的驱动因素是威灵顿断层的破裂。1855年发生的Mw ~8.2级的怀拉拉帕地震导致了赫特河谷下游地区的隆起,并使人们预计未来的地震也会发生同样的情况。然而,赫特河谷底部的沉积物可达22万年,当与国际海平面曲线相结合时,这些沉积物提供的数据表明,在此期间,累计净沉降高达155米。最近,根据新的现场数据,惠灵顿断层(以及该地区的其他断层)的破裂参数得到了改进,这促使我们重新评估惠灵顿断层破裂可能导致的赫特谷垂直变形。使用逻辑树框架,我们计算了惠灵顿断层事件的“平均”沉降,在Petone附近为~1.9 m,在Lower Hutt City附近为~1.7m,在Seaview附近为~1.4 m,在Taita地区为~0 m。这种垂直变形的分布将导致Alicetown-Petone和Moera-Seaview的大片地区下沉到海平面以下。我们还计算并给出了“最小”和“最大”可信沉降值,它们分别约为平均值的一半和两倍。这种地面变形危害当然具有社会影响,我们正在与地方和区域委员会合作,制定一系列缓解战略。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Estimating co-seismic subsidence in the Hutt Valley resulting from rupture of the Wellington Fault, New Zealand
Ground deformation can contribute significantly to losses in major earthquakes. Areas that suffer permanent ground deformation in addition to strong ground shaking typically sustain greater levels of damage and loss than areas suffering strong ground-shaking alone. The lower Hutt Valley of the Wellington region, New Zealand, is adjacent to the active Wellington Fault. The long-term signal of vertical deformation there is subsidence, and the most likely driver of this is rupture of the Wellington Fault. In 1855 the Mw ~8.2 Wairarapa Earthquake resulted in uplift of the lower Hutt Valley area and created an expectation that future earthquakes would do the same. However, sediments beneath the lower Hutt Valley floor up to c. 220 thousand years old provide data that when combined with the international sea level curve demonstrate cumulative net subsidence of up to c. 155 m during that period. Recent refinement of rupture parameters for the Wellington Fault (and other faults in the region), based on new field data, has spurred us to reassess estimates of vertical deformation in the Hutt Valley that would result from rupture of the Wellington Fault. Using a logic tree framework, we calculate subsidence for an “average” Wellington Fault event of ~1.9 m near Petone, ~1.7m near Lower Hutt City, ~1.4 m near Seaview, and ~0 m in the Taita area. Such a distribution of vertical deformation would result in large areas of Alicetown-Petone and Moera-Seaview subsiding below sea level. We also calculate and present “minimum” and “maximum” credible subsidence values, which are approximately half and twice the mean values, respectively. This ground deformation hazard certainly has societal implications, and we are working with local and regional councils to develop a range of mitigation strategies.
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