黄国如, 胡和平, 尹大凯. 马斯京根-康吉洪水演算方法的稳定性分析[J]. 水科学进展, 2001, 12(2): 206-209.
引用本文: 黄国如, 胡和平, 尹大凯. 马斯京根-康吉洪水演算方法的稳定性分析[J]. 水科学进展, 2001, 12(2): 206-209.
HUANG Guo-ru, HU He-ping, YIN Da-kai. Stability Condition Analysis of Muskingum-Cunge Flood Routing Method[J]. Advances in Water Science, 2001, 12(2): 206-209.
Citation: HUANG Guo-ru, HU He-ping, YIN Da-kai. Stability Condition Analysis of Muskingum-Cunge Flood Routing Method[J]. Advances in Water Science, 2001, 12(2): 206-209.

马斯京根-康吉洪水演算方法的稳定性分析

Stability Condition Analysis of Muskingum-Cunge Flood Routing Method

  • 摘要: 基于运动波差分解的数值扩散,在一定条件下可以模拟扩散波物理扩散的概念,利用有限差分方法,建立了马斯京根-康吉洪水演算方法.对于该差分格式中的权重系数X,国内外长期以来没有统一的定论.本文据此利用Von Neumann稳定性分析方法,对该差分格式进行了较为深入的分析,且得到了该差分格式的稳定性条件.

     

    Abstract: Based on the concept of the numerical dispersion of Kinematic-wave to model the physical dispersion of diffusion wave at a certain condition,the Muskingum-Gunge flood routing method is developed by means of the finite difference method.As for the weighting factor X in the method,hydrologists have not obtained a uniform conclusion for along time,so this paper researches the problem using the Von Neumann and the stability condition of the routing method is systematically analyzed.

     

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