| 宝珠寺水电站枢纽布置及重点技术问题 |
| |
| 引用本文： | 安盛勋,孙保平. 宝珠寺水电站枢纽布置及重点技术问题[J]. 西北水电, 2007, 0(1): 28-34,40 |
| |
| 作者姓名： | 安盛勋 孙保平 |
| |
| 作者单位： | 中国水电顾问集团西北勘测设计研究院,西安,710065 |
| |
| 摘 要： | 宝珠寺水电站工程为白龙江干流上已建的最大梯级电站,为一等大(1)型工程。于2000年竣工验收。文章重点介绍在拦河坝优化设计中采取技术的措施,并着重对厂坝联合作用方案进行介绍。坝址区河谷狭窄,洪水峰高量大,通过试验研究对泄洪建筑物布置方案进行优化;并介绍左岸挡水坝段基础深层抗滑稳定采用混凝土置换洞塞处理方案。
|
| 关 键 词： | 宝珠寺水电站 枢纽布置 重点技术 |
| 文章编号： | 1006-2610（2007）01-0028-07 |
| 收稿时间： | 2006-11-13 |
| 修稿时间： | 2006-11-13 |
Layout and key technical issues of Baozhusi hydropower station |
| |
| AN Sheng-xun,SUN Bao-ping. Layout and key technical issues of Baozhusi hydropower station[J]. Northwest Water Power, 2007, 0(1): 28-34,40 |
| |
| Authors: | AN Sheng-xun SUN Bao-ping |
| |
| Abstract: | Baozhusi project(Grade I) is the largest cascade hydropower station completed on Bailongjiang River,and was finally accepted in the year 2000.The paper mainly introduces technical measures adopted in optimum design of the dam,together with combined-action schemes of dam and powerhouse.At damsite area,the valley is narrow with high peak flood,and thus the layout of flood releasing structures is optimized by tests.The stability against sliding for deep foundation of left-bank dam was achieved by applying concrete plug. |
| |
| Keywords: | Baozhusi hydropower station layout of project key technology |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
