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Validation and verification of a numerical model for Tsunami propagation and Runup

机译:海啸传播和径流数值模型的验证和验证

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A robust numerical model to simulate propagation and runup of tsunami waves in the framework of non-linear shallow water theory is developed. The numerical code adopts a staggered leapfrog finite-difference scheme to solve the shallow water equations formulated for depth-averaged water fluxes in spherical coordinates. A temporal position of the shoreline is calculated using a free-surface moving boundary algorithm. For large scale problems, the developed algorithm is efficiently parallelized employing a domain decomposition technique. The developed numerical model is benchmarked in an exhaustive series of tests suggested by NOAA. We conducted analytical and laboratory benchmarking for the cases of solitary wave runup on simple beaches, runup of a solitary wave on a conically-shaped island, and the runup in the Monai Valley, Okushiri Island, Japan, during the 1993 Hokkaido-Nansei-Oki tsunami. In all conducted tests the calculated numerical solution is within an accuracy recommended by NOAA standards. We summarize results of numerical benchmarking of the model, its strengths and limits with regards to reproduction of fundamental features of coastal inundation, and also illustrate some possible improvements.
机译:在非线性浅水理论的框架下,建立了一个可靠的数值模型来模拟海啸的传播和传播。该数值代码采用交错的越级有限差分法来求解为球面坐标系中的深度平均水通量制定的浅水方程。使用自由表面移动边界算法来计算海岸线的时间位置。对于大规模问题,采用领域分解技术可以有效地并行化所开发的算法。已开发的数值模型在NOAA建议的一系列测试中得到了基准测试。我们对1993年北海道-南西-奥基期间简单海滩上的孤立波上升,圆锥形岛上的孤立波上升以及日本奥奇里岛莫奈河谷的上升波进行了分析和实验室基准测试。海啸。在所有进行的测试中,计算得出的数值解均在NOAA标准推荐的精度范围内。我们总结了该模型的数值基准测试的结果,其在再现沿海淹没基本特征方面的优势和局限性,并说明了一些可能的改进。

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