| 电站输水隧洞破裂渗水事故工程地质分析 |
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| 引用本文： | 穆勇.电站输水隧洞破裂渗水事故工程地质分析[J].云南地质,2002,21(1):90-93. |
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| 作者姓名： | 穆勇 |
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| 作者单位： | 云南省地质矿产勘查开发局820队,云南,玉溪,653100 |
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| 摘 要： | 输水隧洞破裂渗水事故，近年来在水利水电工程中屡有发生，多数与其所处的场地岩土工程地质条件有关，正确认定破裂原因，全面评估工程地质条件，对今后预防和治理该类事故，提高工程质量很的裨益。
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| 关 键 词： | 电站 输水隧洞 破裂渗水事故 工程地质分析 工程地质环境 预防 治理 |
| 文章编号： | 1004-1885(2002)01-04 |
| 修稿时间： | 2001年10月22 |
AN ENGINEERING GEOLOGY ANALYSIS OF THE FRATURE SEEPAGE OF A CONVEYANCE TUNNEL OF HYDROPOWER STATION |
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| MU Yong.AN ENGINEERING GEOLOGY ANALYSIS OF THE FRATURE SEEPAGE OF A CONVEYANCE TUNNEL OF HYDROPOWER STATION[J].Yunnan Geology,2002,21(1):90-93. |
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| Authors: | MU Yong |
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| Abstract: | The fracture seepage accident of a conveyance tunnel has often taken place recently in an irrigation or hydropower works,which mostly is retaled to the earthwork and rock excavation engineering geological conditions of its site.The correct determination of fracture origin and comprehensive assessment of engineering geology conditions are very beneficial for preventing and harnessing the accident. |
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| Keywords: | Fracture Seepage of Conveyance Tunnel Engineering Geology Environment Preventing and Harnessing |
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