| 三维非均质岩体各向异性渗流场分析 |
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| 引用本文： | 肖明.三维非均质岩体各向异性渗流场分析[J].武汉大学学报(工学版),1995(4). |
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| 作者姓名： | 肖明 |
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| 作者单位： | 武汉水利电力大学水力发电工程系 |
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| 摘 要： | 通过对天生桥一级水电站引水系统非均质各向异性岩体渗流场的模拟计算，提出了三维非均质岩体各向异性渗流场的计算方法，并导出三维排水廊道边界的计算公式和三维自由水面边界的迭代方法．通过对不同参数对渗流场影响的研究和各种运行工况三维渗流场特征的分析，得出了三维各向异性渗流场的一些基本规律，为高压引水管道的设计、施工提供了合理的设计依据．
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| 关 键 词： | 正交各向异性，岩体渗流，有限元法 |
Analysis of Three-dimensional Anisotropic Seepage Field in Heterogeneous Rock Mass |
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| Xiao Ming.Analysis of Three-dimensional Anisotropic Seepage Field in Heterogeneous Rock Mass[J].Engineering Journal of Wuhan University,1995(4). |
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| Authors: | Xiao Ming |
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| Affiliation: | Department of Hydroelectric Engineering |
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| Abstract: | A computational method of the three-dimensional anisotropic seepage field inheterogeneous rock mass is presented according to the calculation of anisotropic seepage field forthe First Order Hydro-power Station of Tian Shenjiao. The computational formula of drainagegallery boundary and iterative method of free water surface are derived. Some basic patterns ofthree-dimensional anisotropic seepage field are obtained by analyzing various working conditions. |
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| Keywords: | orthogonal anisotropy roch mass seepage finite element method |
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