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Efficient modeling of shallow water equations using method of lines and artificial viscosity

机译:用线路和人工粘度的浅水方程高效建模

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In this work, two numerical schemes were developed to overcome the problem of shock waves that appear in the solutions of one/two-layer shallow water models. The proposed numerical schemes were based on the method of lines and artificial viscosity concept. The robustness and efficiency of the proposed schemes are validated on many applications such as dam-break problem and the problem of interface propagation of two-layer shallow water model. The von Neumann stability of proposed schemes is studied and hence, the sufficient condition for stability is deduced. The results were presented graphically. The verification of the obtained results is achieved by comparing them with exact solutions or another numerical solutions founded in literature. The results are satisfactory and in much have a close agreement with existing results.
机译:在这项工作中,开发了两种数值方案以克服一个/双层浅水模型解决方案中出现的冲击波问题。 所提出的数值方案基于线条和人工粘度概念的方法。 所提出的方案的稳健性和效率在诸如坝断点问题之类的许多应用中验证了验证的许多应用以及双层浅水模型的界面传播问题。 研究了提出方案的von Neumann稳定性,因此推导出稳定性的充分条件。 结果以图形方式呈现。 通过将它们与精确的解决方案或在文献中成立的另一种数字解决方案进行比较来实现获得的结果的验证。 结果是令人满意的,并且与现有结果有很大恰当的协议。

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