| 官地水电站拦河大坝上游围堰设计 |
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| 引用本文： | 张理理,周德彦,李学权.官地水电站拦河大坝上游围堰设计[J].中国农村水电及电气化,2014(5):63-66,15. |
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| 作者姓名： | 张理理 周德彦 李学权 |
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| 作者单位： | 中国水电顾问集团成都勘测设计研究院,成都610072 |
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| 摘 要： | 官地水电站上游围堰最大堰高55m，总填筑方量约100万m3，结合工程实例及现场情况确定为斜墙土石围堰，防渗型式采用复合土工膜与封闭式防渗墙。在施工阶段由于现场料源问题，采用土工格栅加筋设计，计算及实践证明了设计的合理性和安全性，可以为其他类似工程借鉴。
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| 关 键 词： | 官地水电站 上游围堰 土石围堰 复合土工膜 土工格栅 |
Design of Guandi Hydropower Station Weir Dam Upstream Cofferdam |
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| ZHANG Li-li,ZHOU De-yan,LI Xue-quan.Design of Guandi Hydropower Station Weir Dam Upstream Cofferdam[J].Rural Hydropower & Electrification in China,2014(5):63-66,15. |
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| Authors: | ZHANG Li-li ZHOU De-yan LI Xue-quan |
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| Affiliation: | ( China Hydropower Engineering Consulting Group, Chengdu Investigation and Design Institute, Chengdu 610072, China) |
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| Abstract: | Guandi Hydropower Station upstream cofferdam has maximum height of 55m.Total filling quantity is 1 million cubic metres.Project examples and site conditions are combined for determining the project as sloping core earth-rock cofferdam.Composite geomembrane and closed type cut-off wall are adopted as impermeable model.Geogrid reinforced design is adopted during the construction stage due to on-site source material problem.Design rationality and security are proved by calculation and practice,thereby providing reference for similar projects. |
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| Keywords: | Guandi Hydropower Station upstream cofferdam earth-work cofferdam composite geomembrane geogrid |
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