| 我国混凝土防渗渠道问题分析 |
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| 引用本文： | 张海燕,杜应吉,杜应吉. 我国混凝土防渗渠道问题分析[J]. 水利水电科技进展, 2004, 24(6): 52-54 |
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| 作者姓名： | 张海燕 杜应吉 杜应吉 |
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| 作者单位： | 1. 西北农林科技大学水利与建筑学院,陕西,杨凌,712100
2. 山西省水利科学研究所,山西,太原,030000 |
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| 基金项目： | 《渠道防渗工程技术施工规范》修订项目资助(SL18 91) |
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| 摘 要： | 依据调查资料,总结了我国现有渠道衬砌的断面形式,对混凝土防渗渠道现存问题进行了分析.根据工程实际运用情况,认为渠道防渗正由单一材料向复合材料、单一结构向复合结构发展.
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| 关 键 词： | 混凝土 防渗渠道 节约用水 |
| 文章编号： | 1006-7647(2004)06-0052-03 |
| 修稿时间： | 2004-04-23 |
Some problems on seepage control of concrete channels |
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| ZHANG Hai-yan,et al. Some problems on seepage control of concrete channels[J]. Advances in Science and Technology of Water Resources, 2004, 24(6): 52-54 |
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| Authors: | ZHANG Hai-yan et al |
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| Abstract: | Based on the observed data, the sectional forms of current channel linings adopted in China were summarized, and some existing problems were analyzed. Practices show that, in the channel seepage control, singular material is gradually converted to composite material, and singular structure is gradually replaced by composite structure. |
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| Keywords: | concrete impervious channel water-saving |
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