| 长距离输水渠道衬砌型式比较分析 |
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| 引用本文： | 周贺达,秦晋,左明利.长距离输水渠道衬砌型式比较分析[J].北京农业,2011(30):158-159. |
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| 作者姓名： | 周贺达 秦晋 左明利 |
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| 作者单位： | 吉林省水利水电勘测设计研究院; |
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| 摘 要： | 长距离输水渠道的地质条件复杂,其衬砌型式是影响渠道施工进度和投资的一个关键性问题。本文以哈达山水利枢纽工程输水总干渠为研究对象,结合工程当地的气候、地质特点,通过混凝土板块、石笼及铰链式模袋混凝土三种衬砌型式的比较,简要介绍了该工程渠道的衬砌型式的选取,对类似工程有一定的借鉴意义。
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| 关 键 词： | 渠道 衬砌 投资 |
Analysis for lining types of long-distance water transmission channel |
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| Zhou Heda Qin Jin Zuo Mingli.Analysis for lining types of long-distance water transmission channel[J].Beijing Agriculture,2011(30):158-159. |
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| Authors: | Zhou Heda Qin Jin Zuo Mingli |
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| Institution: | Zhou Heda Qin Jin Zuo Mingli |
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| Abstract: | For the complex geological conditions of long-distance water transmission, the lining type is the key point to effect the construction schedule and investment of channel. The article introduces the selection of lining type after comparing with concrete plate, gabion and butt concrete bagwork ,It is based on main water transmission channel of Hadashan water resource pivot project, combined with local characteristics of climate and geological. The article can be referenced to similar projects. |
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| Keywords: | channel lining investment |
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