以利马和卡亚俄为重点的秘鲁沿海海啸模拟中的非线性过程

A. Androsov, S. Harig, N. Zamora, K. Knauer, N. Rakowsky
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引用次数: 4

摘要

摘要本研究探讨了 1746 年秘鲁沿海大地震(震级 9.0 级)对利马和卡亚俄造成的海啸淹没问题。近岸海啸淹没过程的数值建模包括强非线性数值项。在海啸波浪效应计算的比较分析中,使用了 Tsunami-HySEA 和 TsunAWI 两种数值代码,它们都求解浅水(SW)方程,但空间近似值不同。对比主要评估了淹没区的流速场。确定了 SW 方程各部分的相对重要性,重点是非线性项。对动量平流、底部摩擦和体积守恒的贡献给予了特别关注。确定了非线性对淹没程度和体积、流速和小尺度波动的影响。此外,还研究了解法对底部摩擦参数的敏感性,显示了非线性过程对淹没区、波高、流速以及海啸淹没图中显示的空间结构变化的影响。
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Nonlinear processes in tsunami simulations for the Peruvian coast with focus on Lima and Callao
Abstract. This investigation addresses the tsunami inundation in Lima and Callao caused by the massive 1746 earthquake (Mw 9.0) along the Peruvian coast. Numerical modeling of the tsunami inundation processes in the nearshore includes strong nonlinear numerical terms. In a comparative analysis of the calculation of the tsunami wave effect, two numerical codes are used, Tsunami-HySEA and TsunAWI, which both solve the shallow water (SW) equations but with different spatial approximations. The comparison primarily evaluates the flow velocity fields in inundated areas. The relative importance of the various parts of the SW equations is determined, focusing on the nonlinear terms. Particular attention is paid to the contribution of momentum advection, bottom friction, and volume conservation. The influence of the nonlinearity on the degree and volume of inundation, flow velocity, and small-scale fluctuations is determined. The sensitivity of the solution concerning the bottom friction parameter is also investigated, showing the effects of nonlinearity processes in the inundated areas, wave heights, current velocity, and the spatial structure variations shown in tsunami inundation maps.
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