| 关河水库引水发电洞结构计算分析 |
| |
| 引用本文： | 王晋瑛.关河水库引水发电洞结构计算分析[J].吉林水利,2005(1):14-17. |
| |
| 作者姓名： | 王晋瑛 |
| |
| 作者单位： | 水利部山西水利水电勘测设计研究院,山西,太原,030024 |
| |
| 摘 要： | 本文对已建关河水库引水发电洞结构进行了复核计算。在计算结果的基础上，对引水发电洞出现的问题进行分析。分析认为，关河水库引水发电洞的承栽能力满足要求。但限裂不满足。
|
| 关 键 词： | 引水发电洞 强度 承载能力 限裂 |
| 文章编号： | 1009-2846(2005)01-0014-03 |
| 修稿时间： | 2004年11月9日 |
Calculation Analysis for Tunnel Structure for Water Supply for Generating of Guanhe Reservoir |
| |
| WANG Jin-ying.Calculation Analysis for Tunnel Structure for Water Supply for Generating of Guanhe Reservoir[J].Jilin Water Resources,2005(1):14-17. |
| |
| Authors: | WANG Jin-ying |
| |
| Affiliation: | WANG Jin-ying |
| |
| Abstract: | This paper has checked the calculation to the tunnel structure for water supply for generating of Guanhe Reservoir.It has analyzed the existing problems,based on the calculation result.The conclusion is the load-carrying capacity is satisfaction of requirements,but the crack limited is not. |
| |
| Keywords: | tunnel for water supply for generating strength load-carrying capacity crack limited |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
