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Creation of Tsunami Evacuation Time Map for the Mentawai Islands, Indonesia 制作印尼明打威群岛海啸疏散时间图
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2022-05-13 DOI: 10.1142/s1793431122500191
Y. Ono, R. Putra
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引用次数: 0
An Experimental Study of Characteristics of Solitary-Wave-Induced Scour Around a Pile Breakwater with a Discussion on Effects of the Distance Between Piles 桩式防波堤周边孤立波冲刷特性试验研究及桩距影响探讨
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2022-05-05 DOI: 10.1142/s1793431122400024
Conghao Xu, Zhenhua Huang
Understanding tsunami-induced scour at a pile breakwater is important for the foundation safety of this type of coastal defense structures. A series of wave-flume tests were performed for [Formula: see text], with [Formula: see text] being the gap size and [Formula: see text] the pile diameter, to study the characteristics of the solitary-wave-induced local scour around a pile breakwater, including the scour-hole depth, scour-hole length, deposition sandbar height and the scoured volume. It was found that the jet flow through the gaps between piles caused the local scour around individual piles. A more or less two-dimensional deposition sandbar was found on the down-wave side of the pile breakwater in the later stage of the scour process. A new empirical equation was introduced to approximate the evolution of the depth of the scour hole induced by a series of solitary waves. The equation was verified by existing data reported in the literature for [Formula: see text] and the new data reported in this study. Effects of the distance between piles on the characteristics of the local scour were discussed by comparing the results for [Formula: see text] and 0.39. The comparison showed that the scour-hole depth and height of the sandbar for [Formula: see text] were all noticeably larger than the corresponding values for [Formula: see text].
了解桩式防波堤的海啸冲刷对这类海防结构的基础安全具有重要意义。以[式:见文]为间隙大小,[式:见文]为桩径,进行了一系列波浪-水槽试验,研究了桩型防波堤周围孤立波局部冲刷特性,包括冲刷孔深度、冲刷孔长度、沉积沙洲高度和冲刷体积。研究发现,通过桩间间隙的射流会引起单桩周围的局部冲刷。在冲刷过程后期,在桩式防波堤的下波侧发现了一个或多或少的二维沉积沙洲。提出了一种新的经验方程来近似描述一系列孤立波引起的冲刷孔深度的演化。用文献中已有的【公式:见文】数据和本研究报告的新数据对方程进行验证。通过比较[公式:见文]和0.39的结果,讨论桩间距对局部冲刷特性的影响。对比结果表明,[公式:见文]的冲孔深度和沙洲高度均明显大于[公式:见文]的相应值。
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引用次数: 1
On Computational Costs for Monte Carlo Regional-Scale Simulation for Reliable Estimate of City and Urban Area Earthquake Disaster 基于蒙特卡罗区域尺度模拟的城市及城区地震灾害可靠估计的计算成本研究
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2022-04-30 DOI: 10.1142/s1793431122400036
T. Iryo, K. Iiyama, M. Lalith, M. Hori
Regional-scale simulation in high spatial and temporal resolutions is being developed for a more reliable estimate of earthquake disasters in city and urban areas. Monte Carlo simulation is used to account for various uncertainties in analysis models. Since one regional-scale simulation needs a large amount of computation, it is important to estimate computational costs for the Monte Carlo simulation. In this paper, we first clarify uncertainties involved in the simulation of ground motion, structural seismic response, traffic flow, and economic recoveries. We then evaluate computational costs that are required for the reliable estimate using Tokyo Metropolis Earthquake as an example. The reliability of the Monte Carlo regional-scale simulation is discussed, considering the future trends of digital information about city and urban areas and monetized computational cost as well as the uncertainty of an earthquake scenario which is input to the regional-scale earthquake simulation.
正在开发高空间和时间分辨率的区域尺度模拟,以便更可靠地估计城市和城市地区的地震灾害。蒙特卡罗模拟用于解释分析模型中的各种不确定性。由于一次区域尺度的模拟需要大量的计算量,因此对蒙特卡罗模拟的计算成本进行估计是很重要的。在本文中,我们首先澄清了地面运动、结构地震反应、交通流和经济复苏模拟中涉及的不确定性。然后,我们以东京都市地震为例,评估可靠估计所需的计算成本。考虑到城市和城区数字信息的未来发展趋势和货币化计算成本,以及输入到区域尺度地震模拟中的地震情景的不确定性,讨论了蒙特卡罗区域尺度模拟的可靠性。
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引用次数: 0
Numerical Investigation of the Attenuation of Tsunami-like Waves by a Vegetated, Sloped Beach 坡滩植被对类海啸波衰减的数值研究
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2022-04-22 DOI: 10.1142/s179343112140008x
W. Y. Sun, K. Qu, S. Kraatz, G. Y. Lan, C. B. Jiang

Tsunamis, such as the 2004 Indian and 2011 Japan tsunamis, routinely cause severe damage along coasts. Coastal vegetation serves as an excellent, naturally occurring protection from tsunamis. However, prior studies focusing on the wave attenuation by vegetation assumed that solitary waves would adequately represent the major aspects of tsunamis. However, there are substantial differences between solitary tsunami waves with regards to their wave profiles and how it evolves with time. This study aims to improve our understanding of the wave-vegetation interactions by employing a more realistic wave profile (tsunami-like instead of solitary). This work uses measurements obtained during the 2011 Japan tsunami to parameterize the observed tsunami-like wave profile, which is then used to investigate the wave-vegetation interaction on a sloped beach, using a nonhydrostatic wave (NHWAVE) model. The work investigates the efficiency of vegetated sloped beach in mitigating the maximum run-up height and total wave energy as function of wave height, water depth, vegetation width, vegetation density and wave model (solitary vs. tsunami-like). Results show that a vegetated sloped beach is effective in reducing the wave energy of both kinds of waves. However, when a solitary wave is used, the vegetation patch is shown to be relatively better at attenuating wave energy and in reducing maximum run-up heights. The findings indicate that the solitary wave model overestimates protections afforded by coastal vegetation, and that it underestimates maximum run-up heights. The findings drawn from this study further broaden our understanding on the wave attenuation of tsunami surges and waves by a vegetated sloped beach.

海啸,比如2004年的印度海啸和2011年的日本海啸,通常会对沿海地区造成严重破坏。沿海植被是抵御海啸的天然屏障。然而,先前的研究主要集中在植被对波浪的衰减上,认为孤立波可以充分代表海啸的主要方面。然而,孤立海啸波在波浪剖面及其随时间的演变方面存在实质性差异。本研究旨在通过采用更真实的波浪剖面(类似海啸而不是孤立的)来提高我们对波浪-植被相互作用的理解。这项工作使用2011年日本海啸期间获得的测量数据来参数化观测到的类似海啸的波浪剖面,然后使用非流体静力波(NHWAVE)模型来研究倾斜海滩上的波浪-植被相互作用。本文研究了植被斜坡海滩在降低最大上升高度和总波能方面的效率,并将其作为波高、水深、植被宽度、植被密度和波浪模式(孤立与海啸样)的函数。结果表明,植被覆盖的坡滩能有效降低两种波浪的波能。然而,当使用孤立波时,植被斑块在衰减波能量和降低最大上升高度方面表现出相对较好的效果。研究结果表明,孤立波模型高估了海岸植被提供的保护,而低估了最大上升高度。本研究结果进一步拓宽了我们对坡滩植被对海啸浪波衰减的认识。
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引用次数: 0
Interactions between Dongsha Atoll and Mw 9 Tsunamis and their Impacts in South China Sea Region 东沙环礁与南海地区9级海啸的相互作用及其影响
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2022-04-22 DOI: 10.1142/s1793431122400012
Jinghua Wang, Philip L.-F. Liu

Tsunamis induced by megathrust in the Manila subduction zone impose alarming threats to the coastal cities in the northern South China Sea (SCS), and risk assessment of tsunami hazards in this region becomes demanding. One distinguishable geographic feature in this region is Dongsha Atoll, which is situated between the tsunami source zone and the China coastline. This study discusses the role of the Dongsha Atoll in modifying the tsunami impacts through numerical simulations of a group of synthetic tsunami events with Mw=9. Three types of representations for the Atoll in the numerical simulations are employed, specifically (i) the real topo-bathymetry of the Atoll is fully resolved (Model-1), (ii) the Atoll is removed (Model-2), and (iii) the Atoll is artificially represented by a cylinder (Model-3). The results show that without the Dongsha Atoll presence (Model-2), the tsunamis can induce a substantial increment of water level behind the Atoll and in the vicinity of the Pearl River Delta (PRD) region in China. While the results obtained by realistically modeling the Atoll (Model-1) show that a large amount of tsunami wave energy/momentum can be entrapped by the lagoon and slowly radiated to the ocean. The interactions between the tsunamis and the Atoll will lead to severe flooding on the Dongsha Island on the west bank of the Atoll. However, the peak water levels behind the Atoll and at the selected mainland coastal sites are reduced, indicating that the Dongsha Atoll can offer some degree of protection for the region in its behind. Meanwhile, a slightly smaller reduction of tsunami heights is reported in the simulations with the Atoll being represented by a cylinder (Model-3), implying that the reduction effects are sensitive to the representations of the Atoll. Therefore, the full model of the topo-bathymetry of the Dongsha Atoll is recommended for future tsunami risk assessments for both Dongsha Atoll and the mainland in the SCS region.

马尼拉俯冲带巨型逆冲断层引发的海啸对南海北部沿海城市构成了令人担忧的威胁,对该地区海啸灾害风险评估提出了更高的要求。东沙环礁位于海啸震源区和中国海岸线之间,是该地区一个显著的地理特征。本文通过对一组Mw=9的合成海啸事件的数值模拟,探讨了东沙环礁对海啸影响的调节作用。在数值模拟中,环礁采用了三种类型的表示,具体来说:(i)环礁的真实地形水深被完全解析(模式1),(ii)环礁被移除(模式2),以及(iii)环礁被人为地用一个圆柱体表示(模式3)。结果表明,在东沙环礁不存在的情况下(模型2),海啸会导致环礁后方和中国珠江三角洲地区附近的水位大幅上升。而实际模拟环礁(模型1)的结果表明,大量的海啸波能量/动量可以被泻湖捕获并缓慢地辐射到海洋。海啸与环礁的相互作用将导致环礁西岸的东沙岛发生严重洪灾。然而,东沙环礁背后和选定的大陆沿海地点的最高水位有所下降,这表明东沙环礁可以为其背后的地区提供一定程度的保护。同时,在模拟中用圆柱表示环礁(模式3)时,海啸高度的降低幅度略小,这意味着降低效应对环礁的表示很敏感。因此,东沙环礁的地形测深全模型被推荐用于未来东沙环礁和南海地区大陆的海啸风险评估。
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引用次数: 0
Hybrid Broadband Ground Motion Simulation for 2015 Mw 7.9 Nepal Earthquake 2015年尼泊尔7.9级地震混合宽带地震动模拟
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2022-04-20 DOI: 10.1142/s1793431122500154
K. P. Sreejaya, S. Raghukanth
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引用次数: 1
Seismic Response Mitigation of Extra-large LNG Storage Tanks 超大型LNG储罐的地震响应减缓研究
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2022-04-20 DOI: 10.1142/s1793431122500142
S. Kharde, D. Soni
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引用次数: 2
Modeling the Evolution and Runup of Breaking Solitary and Solitary-like Waves on Straight and Composite Slopes 直坡和复合坡上破碎孤浪和类孤浪的演化和上升模拟
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2022-04-20 DOI: 10.1142/s1793431122410032
Y. Wu
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引用次数: 1
Seismic ground motion amplification in a 3D sedimentary basin: the effect of source mechanism on amplification of ground motion intensity measures in sedimentary basin 三维沉积盆地地震地震动放大:震源机制对沉积盆地地震动强度测量放大的影响
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2022-04-20 DOI: 10.1142/s1793431122500087
Rajesh Parla, S. Somala
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引用次数: 0
Earthquake Activities along the Sagaing Fault Zone, Central Myanmar: Implications for Fault Segmentation 缅甸中部实皆断裂带的地震活动:断层分割的意义
IF 1.5 4区 工程技术 Q2 Earth and Planetary Sciences Pub Date : 2022-04-20 DOI: 10.1142/s1793431122500130
S. Pailoplee, P. Nimnate
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引用次数: 0
期刊
Journal of Earthquake and Tsunami
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