| 广西下桥水电站引水隧洞衬砌结构方案选择 |
| |
| 引用本文： | 王楚捷.广西下桥水电站引水隧洞衬砌结构方案选择[J].红水河,2011,30(3):26-28,41. |
| |
| 作者姓名： | 王楚捷 |
| |
| 作者单位： | 广西河池水利电力勘测设计研究院,广西河池,547000 |
| |
| 摘 要： | 根据广西下桥水电站引水隧洞工程实际条件,论述在保障工程安全的前提下,对工程特点做具体分析,从抗渗安全性,综合经济效益考虑,选择经济、可靠、效益指标优越的中低水头大漉量有压引水隧洞衬砌结构方案为钢筋混凝土衬砌及局部内套钢管结构.电站投入运行5年未发现隐患.
|
| 关 键 词： | 引水隧洞 混凝土衬砌 结构选择 广西下桥水电站 |
Selection of Headrace Tunnel Lining Design for Guangxi Xiaqiao Hydropower Station |
| |
| WANG Chu-jie.Selection of Headrace Tunnel Lining Design for Guangxi Xiaqiao Hydropower Station[J].Hongshui River,2011,30(3):26-28,41. |
| |
| Authors: | WANG Chu-jie |
| |
| Affiliation: | WANG Chu-jie(Guangxi Hechi Investigation and Design Research Institute of Water Conservancy and Electric Power,Hechi 547000) |
| |
| Abstract: | Given conditions of the headrace tunnel at Xiaqiao Hydropower Station and requirements on engineering safety,anti-seepage safety and economic benefit,a lining design with superior economic,reliable and beneficial indicators is selected for the pressure tunnel with medium & low water head and large flow,in which the tunnel is mainly lined with reinforced concrete,and some part of it is provided with steel pipes.Potential dangers have not been found for five years since the station was put into operation. |
| |
| Keywords: | headrace tunnel concrete lining structure selection Guangxi Xiaqiao Hydropower Station |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
