黄蔚, 刘迎曦, 孙林柱. 增设排水廊道对大坝渗流场的影响分析[J]. 水科学进展, 2001, 12(3): 385-389.
引用本文: 黄蔚, 刘迎曦, 孙林柱. 增设排水廊道对大坝渗流场的影响分析[J]. 水科学进展, 2001, 12(3): 385-389.
HUANG Wei, LIU Ying-xi, SUN Ling-zhu. 3-Dimensional Seepage Analysis Caused by Excavating Another Drainage Corridor in Dam[J]. Advances in Water Science, 2001, 12(3): 385-389.
Citation: HUANG Wei, LIU Ying-xi, SUN Ling-zhu. 3-Dimensional Seepage Analysis Caused by Excavating Another Drainage Corridor in Dam[J]. Advances in Water Science, 2001, 12(3): 385-389.

增设排水廊道对大坝渗流场的影响分析

3-Dimensional Seepage Analysis Caused by Excavating Another Drainage Corridor in Dam

  • 摘要: 通过对大坝增设排水廊道设计方案的研究,提出了两种含自由面的三维稳态渗流有限元分析算法,即松驰型算法及丢单元法。并比较了两种算法的计算精度,最后用丢单元法对丰满大坝进行了三维渗流分析,得出了在大坝内增开排水廊道会降低下游渗出点的结论,强度计算表明该方案的实施对大坝的安全性能不会造成很大影响。

     

    Abstract: Based on research of the design program of excavating another drainage corridor in the dam,two kinds of 3-dimensional static seepage algorithm,the loosen method and the abandoned element method,are given and compared them with analytic solution.Then the abandoned element method is used to research the seepage finite elemenx of the dam of Fongmeng.The conclusion is that it can lower the frozen point at lower reaches for excavating another drainage corridor.The result of strength analysis shows that the program putting into practice'vtill not influent the safety reliability of the dam.

     

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