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Numerical simulations of the 2004 Indian Ocean tsunami deposits' thicknesses and emplacements

机译:2004年印度洋海啸沉积物厚度和施加的数值模拟

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摘要

After more than a decade of recurring tsunamis, identification of tsunami deposits, a part of hazard characterization, still remains a challenging task that is not fully understood. The lack of sufficient monitoring equipment and rare tsunami frequency are among the primary obstacles that limit our fundamental understanding of sediment transport mechanisms during a tsunami. The use of numerical simulations to study tsunami-induced sediment transport was rare in Indonesia until the 2004 Indian Ocean tsunami. This study aims to couple two hydrodynamic numerical models in order to reproduce tsunami-induced sediment deposits, i.e., their locations and thicknesses. Numerical simulations were performed using the Cornell Multi-grid Coupled Tsunami (COMCOT) model and Delft3D. This study reconstructed tsunami wave propagation from its source using COMCOT, which was later combined with Delft3D to map the location of the tsunami deposits and calculate their thicknesses. Two-dimensional horizontal (2-DH) models were used as part of both simulation packages. Four sediment transport formulae were used in the simulations, namely van Rijn 1993, Engelund-Hansen 1967, Meyer-Peter-Mueller (MPM) 1948, and Soulsby 1997. Lhoong, in the Aceh Besar District, located approximately 60 km southwest of Banda Aceh, was selected as the study area. Field data collected in 2015 and 2016 validated the forward modeling techniques adopted in this study. However, agreements between numerical simulations and field observations were more robust using data collected in 2005, i.e., just months after the tsunami (Jaffe et al., 2006). We conducted pit (trench) tests at select locations to obtain tsunami deposit thickness and grain size distributions. The resulting numerical simulations are useful when estimating the locations and the thicknesses of the tsunami deposits. The agreement between the field data and the numerical simulations is reasonable despite a trend that overestimates the field observations.
机译:经过十多年的经常性海啸,鉴定海啸沉积物,这是危害特征的一部分,仍然是一个挑战性的任务,这是不完全理解的。缺乏足够的监测设备和稀有海啸频率是主要障碍中,限制了对海啸期间对沉积物运输机制的基本理解。使用数值模拟在印度尼西亚罕见的是2004年印度洋海啸罕见。本研究旨在将两个流体动力学数值模型耦合,以再现海啸诱导的沉积物沉积物,即它们的位置和厚度。使用康奈尔多网格耦合海啸(Comcot)模型和Delft3D进行数值模拟。这项研究使用彗镜重建了从其来源的海啸波传播,后来与Delft3D合并以映射海啸沉积物的位置并计算它们的厚度。二维水平(2-DH)模型用作两种模拟包装的一部分。在模拟中使用了四种沉积物传输式,即van Rijn 1993,Engelund-Hansen 1967,Meyer-Peter-Mueller(MPM)1948年,Soulsby 1997. Lhoong,在Aceh Besar区,位于Banda Aceh西南约60公里,被选为研究区域。 2015年和2016年收集的现场数据验证了本研究采用的前向建模技术。然而,数值模拟与现场观测之间的协议使用2005年收集的数据更加强大,即海啸后几个月(Jaffe等,2006)。我们在选择地点进行坑(沟槽)测试,以获得海啸沉积物厚度和晶粒尺寸分布。当估计海啸沉积物的位置和厚度时,所产生的数值模拟是有用的。尽管存在高估现场观测的趋势,但现场数据和数值模拟之间的协议是合理的。

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    Univ Syiah Kuala Tsunami &

    Disaster Mitigat Res Ctr Jl Prof Dr Ibrahim Hasan Gp Pie 23233 Banda Aceh Indonesia;

    Univ Syiah Kuala Tsunami &

    Disaster Mitigat Res Ctr Jl Prof Dr Ibrahim Hasan Gp Pie 23233 Banda Aceh Indonesia;

    Georgia Inst Technol Sch Civil Engn &

    Environm Engn 790 Atlantic Dr Atlanta GA 30332 USA;

    Univ Syiah Kuala Tsunami &

    Disaster Mitigat Res Ctr Jl Prof Dr Ibrahim Hasan Gp Pie 23233 Banda Aceh Indonesia;

    Univ Syiah Kuala Tsunami &

    Disaster Mitigat Res Ctr Jl Prof Dr Ibrahim Hasan Gp Pie 23233 Banda Aceh Indonesia;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 地球物理学;
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