| 广蓄二期工程高压隧洞设计 |
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| 引用本文： | 梁成平,黄立财,卢兆康. 广蓄二期工程高压隧洞设计[J]. 水力发电, 2001, 0(11): 34-36 |
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| 作者姓名： | 梁成平 黄立财 卢兆康 |
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| 作者单位： | 广东省水利电力勘测设计研究院, |
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| 摘 要： | 广州抽水蓄能电站二期工程，在充分借鉴一期工程的成功经验和实测资料的基础上，采用透水衬砌隧洞的原理和方法，对二期工程高压隧洞进行结构设计。主要进行了有限元法高压透水衬砌隧洞和边界元法高压透水衬砌隧洞的比较分析。实践证明，运用透水衬砌隧洞的原理进行设计和分析是可行的，合理的。
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| 关 键 词： | 水工隧洞 高压隧洞 结构设计 电站透水衬砌 抽水蓄能 广蓄二期工程 |
| 文章编号： | 0559-9324(2001)11-0034-03 |
| 修稿时间： | 2001-08-03 |
Design of high-pressure tunnel of the Guangzhou Pumped Storage Plant (second stage) |
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| LIANG Cheng-ping,HUANG Li-cai and LU Zhao-kang. Design of high-pressure tunnel of the Guangzhou Pumped Storage Plant (second stage)[J]. Water Power, 2001, 0(11): 34-36 |
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| Authors: | LIANG Cheng-ping HUANG Li-cai LU Zhao-kang |
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| Affiliation: | Guangdong Investigation and Design Institute of Water Resources and Electric Power |
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| Abstract: | On the basis of using the successful experience of the first-stage project for reference and the actual measurement data, the second-stage project of the Guangzhou Pumped Storage Plant adopts the principles and methods of pervious lining tunnel to conduct the structural design of high-pressure tunnel for the second-stage project. The comparison and analysis on the finite element method and the boundary element method of high-pressure pervious lining tunnel have been conducted. The practice showed that the application of the principles of pervious lining tunnel to the design and analysis is feasible and reasonable. |
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| Keywords: | high-pressure tunnel structural design pervious lining Guangzhou Pumped Storage Plant |
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