| 温泉水库坝体复合土工膜防渗工程设计 |
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| 引用本文： | 黄海玲,高世荣,彭育会,李伟. 温泉水库坝体复合土工膜防渗工程设计[J]. 水利与建筑工程学报, 1996, 0(2) |
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| 作者姓名： | 黄海玲 高世荣 彭育会 李伟 |
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| 作者单位： | 青海省水利科学研究所 |
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| 摘 要： | 本文根据薄膜变形理论，采用试验图解法，确定复合土工膜的膜及土工织物的厚度；根据达西定理和孔。出流公式计算复合土工膜的正常和缺陷渗漏量；运用折线推力等方法，计组复合土工膜与保护层间的抗滑稳定，可供土石坝应用复合土工膜设计参考。
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| 关 键 词： | 复合土工膜，厚度，渗漏量，抗滑稳定 |
Design of Comgeomembrane Impermeability to the Dam Body of Wenquan Reservoir |
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| Huang Hailing,Gao Shirong,Peng Yuhui,Li Wei. Design of Comgeomembrane Impermeability to the Dam Body of Wenquan Reservoir[J]. Journal of Water Resources Architectural Engineering, 1996, 0(2) |
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| Authors: | Huang Hailing Gao Shirong Peng Yuhui Li Wei |
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| Affiliation: | Huang Hailing;Gao Shirong;Peng Yuhui;Li Wei |
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| Abstract: | The paper expounds the thickness of Comgeomembrane's membrane and geotextilethrough testing-graphic method according to the theory of distortion and calculating of thenormal or the innormal quantity of seepage by the Darcy's law and sluice flow formula,working out sliding stability between Comgeomembrane and protective layer using polygonthruster ect. method. The study will act as reference for earth-stone filled dam impermeability design utilizing comgeomembrane. |
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| Keywords: | Comgeomembrane Thickness Quantity of seepage OSliding stabitity. |
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