有限差分格式在saint Venant方程解中的效率和性能

H. Kalita, A. K. Sarma
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引用次数: 6

摘要

在河流下游任意位置估计洪波到达时间和高度时,需要计算非定常自由面流。在这方面解决的控制方程是圣维南方程。这些方程是高度非线性的偏微分方程,除了非常简化的一维情况外,没有封闭形式的解。20世纪的计算机革命开创了数值方法有效求解非线性偏微分方程的新时代。虽然不同的研究者已经开发了几种数值格式来求解这些方程,但从效率、精度和计算量方面考虑,选择有效的格式一直是一个重要的课题。本文主要给出了两种不同方案的结果:Lax扩散方案和光束和加热方案。通过与MIKE21C建模工具的结果进行比较,验证了模型的正确性。对两种方案在不同时间的表面剖面和速度矢量的结果进行了绘制,发现两种方案的结果是相同的。但是对于Beam和Warming方案,我们观察到它需要非常大的计算时间来进行模拟。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Efficiency and performances of finite difference schemes in the solution of saint Venant's equation
The computation of unsteady free-surface flows is required to estimate the arrival time and height of a flood waves at any downstream location in a river flow. The governing equations solved in this regards are the St. Venant equations. These equations are highly non-linear partial deferential equation and closed form solutions are not available except in very simplified one dimensional case. The computer revolution in twentieth century made a new era where numeric methods can be utilized effectively to solve nonlinear partial differential equations. Though several numerical schemes have been developed by various investigators for solving these equations, the choosing of efficient scheme regarding its efficiency, accuracy and computational effort has always been remaining as an important topic from very beginning. In this paper mainly results of two different schemes, Lax diffusive scheme and Beam and warming scheme are presented. Validations of the models were achieved by comparing their results with results of MIKE21C modeling tool. The results in terms of surface profiles at different times and velocity vectors for both the schemes when plotted, it was observed that both the schemes lead to same results. But in case of the Beam and Warming scheme, it was observed that it takes a very large computational time for simulation.
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