柴军瑞,仵彦卿. 单裂隙非稳定流分析[J]. 水利水运工程学报, 2000, (2): 59-61.
引用本文: 柴军瑞,仵彦卿. 单裂隙非稳定流分析[J]. 水利水运工程学报, 2000, (2): 59-61.
CHAI Jun-rui,WU Yan-qing. Analysis of unsteady flow through a single fissure[J]. Hydro-Science and Engineering, 2000, (2): 59-61.
Citation: CHAI Jun-rui,WU Yan-qing. Analysis of unsteady flow through a single fissure[J]. Hydro-Science and Engineering, 2000, (2): 59-61.

单裂隙非稳定流分析

Analysis of unsteady flow through a single fissure

  • 摘要: 采用流体力学基本方程 ,以单裂隙稳定流理论为基础 ,分析由边界条件发生变化引起的单裂隙非稳定流 ,得出单裂隙非稳定流的计算公式 ,表明单裂隙稳定流理论是单裂隙非稳定流理论的特例

     

    Abstract: Unsteady flow is the general form of the ground water flow in rock mass. The basic principle of fluid mechanics is utilized to extend the law of steady flow through a single fissure, which leads to the law of unsteady flow through the single fissure because of the variable boundary condition. It is proved that the law of steady flow through the single fissure is the special form of the law of unsteady flow through the single fissure by means of the deduced equations.

     

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