MPM simulations of dam-break floods

IF 3.4 3区 工程技术 Q1 MECHANICS 水动力学研究与进展:英文版 Pub Date : 2017-06-01 DOI:10.1016/S1001-6058(16)60749-7
Xuanyu Zhao , Dongfang Liang , Mario Martinelli
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引用次数: 10

Abstract

Owing to its ability of modelling large deformations and the ease of dealing with moving boundary conditions, the material point method is gaining popularity in geotechnical engineering applications. In this paper, this promising Lagrangian method is applied to hydrodynamic problems to further explore its potential. The collapse of water columns with different initial aspect ratios is simulated by the material point method. In order to test the accuracy and stability of the material point method, simulations are first validated using experimental data and results of mature numerical models. Then, the model is used to ascertain the critical aspect ratio for the widely-used shallow water equations to give satisfactory approximation. From the comparisons between the simulations based on the material point method and the shallow water equations, the critical aspect ratio for the suitable use of the shallow water equations is found to be 1.

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溃坝洪水的MPM模拟
由于质点法具有模拟大变形的能力和处理移动边界条件的便利性,在岩土工程应用中越来越受欢迎。本文将这一有前途的拉格朗日方法应用于水动力问题,进一步探索其潜力。采用物质点法模拟了不同初始宽高比水柱的崩塌过程。为了验证物质点法的准确性和稳定性,首先利用实验数据和成熟数值模型的结果进行了仿真验证。然后,利用该模型确定了广泛使用的浅水方程的临界纵横比,得到了满意的近似。通过对物质点法和浅水方程模拟结果的比较,发现浅水方程适用的临界纵横比为1。
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CiteScore
5.90
自引率
0.00%
发文量
1240
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