| 湖北保康寺坪水利工程大坝填料的渗流计算研究 |
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| 引用本文： | 韦启珍.湖北保康寺坪水利工程大坝填料的渗流计算研究[J].中国水运,2006,6(8):89-91. |
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| 作者姓名： | 韦启珍 |
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| 作者单位： | 中国地质大学工程学院 |
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| 摘 要： | 该大坝轴线长376米,最大坝高90．6米,工程规模大,针对工程特点,本文应用了三维非均质各向异性稳定饱和渗流有限元程序S3D,选择典型坝体断面,根据其边界条件及分区,作出了几个方案,进行了二维渗流计算分析,并对成果进行解释。
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| 关 键 词： | 渗流 水头 渗透性 比降 |
| 文章编号： | 1006-7973(2006)08-0089-03 |
| 修稿时间： | 2006年6月28日 |
The seepage calculating rearch of Hubei Baokang shiping hydroplant filling material |
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| Wei qizhen.The seepage calculating rearch of Hubei Baokang shiping hydroplant filling material[J].China Water Transport,2006,6(8):89-91. |
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| Authors: | Wei qizhen |
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| Abstract: | the length dam axis line is 376 metres, and the maximun height is 90.6 metres, the project scale is big, in allusion to the project characteristic, the paper applies the three-dimensional not homogeneous anisotropism of stabilizing saturation seepage of finite element program S3D, choosing representative dam' body cross section, basing its conditions of boundary and subarea, giving some projects, carrying through planar seepage calculating analysis, and giving the explaination of the results. |
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| Keywords: | seepage flood peak penetrability gradient |
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