| 总干渠渠道防渗 |
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| 引用本文： | 杨俊柏,潘汉彬.总干渠渠道防渗[J].水利水电技术,2007,38(11):81-83. |
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| 作者姓名： | 杨俊柏 潘汉彬 |
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| 作者单位： | 新疆水利水电勘测设计研究院,新疆,乌鲁木齐,830000 |
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| 基金项目： | 本工程于2001年获新疆维吾尔自治区第十一届优秀工程设计一等奖. |
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| 摘 要： | 总干渠工程采用土工膜，现浇混凝土板和混凝土预制板防渗，并针对梯形断面和弧形渠底梯形断面几种不同结构型式，通过室内试验、现场施工等总结长距离大流量引水渠道，采用土工膜作为渠道防渗材料的优越性及所取得的显著效果。
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| 关 键 词： | 渠道防渗 经验 总干渠 |
| 文章编号： | 1000-0860（2007）11-0081-03 |
| 修稿时间： | 2007-09-28 |
Anti-seepage treatment for a main water conveyance canal |
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| YANG Jun-bai,PAN Han-bin.Anti-seepage treatment for a main water conveyance canal[J].Water Resources and Hydropower Engineering,2007,38(11):81-83. |
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| Authors: | YANG Jun-bai PAN Han-bin |
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| Affiliation: | Xinjiang Survey and Design Institute of Water Resources and Hydropower, Urumchi 830000, Xinjiang, China |
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| Abstract: | Geomembrane, cast-in-situ concrete slab and pre-cast concrete slab are used for the anti-seepage treatment of a main water conveyance canal, in which the significant advantages and the impervious effects are obtained from the geomembrane used as the impervious material for the channel in accordance with several structural types of the trapezoidal section and are-bed with trapezoidal section through the indoor test, in-situ construction and summarization of the construction experiences of the water conveyance canal with large flow rate and long conveyance distance. |
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| Keywords: | canal anti-seepage experience a main water conveyance canal |
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