多种海啸淹没模型的变异分析

IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL
Y. Shigihara, K. Imai, H. Iwase, K. Kawasaki, M. Nemoto, T. Baba, N. Chikasada, Y. Chida, T. Arikawa
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引用次数: 1

摘要

研究人员建立了基于非线性浅水方程的海啸淹没模型来估计海啸的传播和淹没。然而,他们的实证结果与其他研究机构的结果并不完全一致,即使使用相同的控制方程。因此,我们在本研究中定量评估了海啸模拟的变异性。多个研究机构利用海啸灾害评估所采用的海啸淹没模型进行了相同输入条件下的海啸模拟,结果存在一定的变异性。通过考察各种物理量的时空差异,我们确定了海啸模拟之间变异性增加的特征地形。提出了一种从物理量的面积积分计算统计量的新方法,以证明整体模拟结果的可变性。此外,还评估了不同设置参数和计算环境对单一模型仿真结果的影响。本研究结果不仅可以作为验证海啸淹没模型用户使用的源代码可靠性的基础,而且还可以为未来的概率海啸危害评估提供有用的技术信息。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Variation analysis of multiple tsunami inundation models
ABSTRACT Researchers have developed tsunami inundation models based on nonlinear shallow water equations to estimate tsunami propagation and inundation. However, their empirical results are not in perfect agreement with those of other research institutes, even though the same governing equations are used. Therefore, we quantitatively evaluated the variability of tsunami simulations in this study. Several research institutes have conducted tsunami simulations under the same input conditions using tsunami inundation models adopted for tsunami hazard assessment, resulting in a certain degree of variability among them. By examining the spatial and temporal differences in various physical quantities, we identified the characteristic topography where the variability between tsunami simulations increases. A novel method for calculating statistics from the area integrals of physical quantities was proposed to demonstrate the variability in the overall simulation results. In addition, the effects of different setting parameters and computational environments on the simulation results of a single model were evaluated. The findings of this study are expected to not only serve as a basis to verify the reliability of source codes employed by users of the tsunami inundation model, but also contribute useful technical information to advance probabilistic tsunami hazard assessment in the future.
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来源期刊
Coastal Engineering Journal
Coastal Engineering Journal 工程技术-工程:大洋
CiteScore
4.60
自引率
8.30%
发文量
0
审稿时长
7.5 months
期刊介绍: Coastal Engineering Journal is a peer-reviewed medium for the publication of research achievements and engineering practices in the fields of coastal, harbor and offshore engineering. The CEJ editors welcome original papers and comprehensive reviews on waves and currents, sediment motion and morphodynamics, as well as on structures and facilities. Reports on conceptual developments and predictive methods of environmental processes are also published. Topics also include hard and soft technologies related to coastal zone development, shore protection, and prevention or mitigation of coastal disasters. The journal is intended to cover not only fundamental studies on analytical models, numerical computation and laboratory experiments, but also results of field measurements and case studies of real projects.
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