| 汾河灌区渠道衬砌防冻胀探讨 |
| |
| 引用本文： | 那巍,王婧.汾河灌区渠道衬砌防冻胀探讨[J].科技情报开发与经济,2005,15(13):172-174. |
| |
| 作者姓名： | 那巍 王婧 |
| |
| 作者单位： | 山西省汾河水利管理局,山西,祁县,030900 |
| |
| 摘 要： | 阐述了汾河灌区渠道衬砌的必要性，结合近50年灌区渠道衬砌的实践，对防渗渠道冻胀破坏特征进行了分析，从工程设计、运行管理、施工等方面提出了在汾河灌区渠道衬砌工程建设中的改进措施及建议。
|
| 关 键 词： | 渠道衬砌 冻胀破坏 防冻胀 断面型式 结构型式 |
| 文章编号： | 1005-6033(2005)13-0172-03 |
| 修稿时间： | 2005年5月10日 |
Probe into the Anti-frost-heaving of the Channel Liner in Fenhe Irrigated Area |
| |
| NA Wei,WANG Jing.Probe into the Anti-frost-heaving of the Channel Liner in Fenhe Irrigated Area[J].Sci-Tech Information Development & Economy,2005,15(13):172-174. |
| |
| Authors: | NA Wei WANG Jing |
| |
| Abstract: | Through expounding the necessity of making the channel liner in Fenhe Irrigated Area, and connecting with the 50 years' practice of using the channel liner in irrigated areas, this paper makes analysis on the features of the damages causes by the frost-heaving on the impervious channel, and puts forward some improving measures and suggestions for the construction of the channel liner engineering in Fenhe Irrigated Area from aspects of the engineering design, operational management, and construction, etc. |
| |
| Keywords: | channel liner frost-heaving damage anti-frost-heaving section form structural style |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
