| 构皮滩水电站渗流控制工程设计 |
| |
| 引用本文： | 姚春雷,周和清,刘加龙.构皮滩水电站渗流控制工程设计[J].贵州水力发电,2004,18(6):26-29,38. |
| |
| 作者姓名： | 姚春雷 周和清 刘加龙 |
| |
| 作者单位： | 长江水利委员会长江勘测规划设计研究院,湖北,武汉,430010 |
| |
| 摘 要： | 构皮滩水电站坝址区岩溶发育，其设计的大坝为我国目前在岩溶地区修建的第一高拱坝，设计水头达222m。为防止大坝及两岸山体岩溶渗漏，保证大坝、水垫塘及其两岸边坡和地下式厂房的安全运行，大坝坝基和两岸山体布置了防渗排水系统，水垫塘布置了封闭排水系统，水垫塘两岸边坡布置了山体排水系统。
|
| 关 键 词： | 水垫塘 大坝 构皮滩水电站 渗流控制 地下式厂房 高拱坝 坝基 山体 边坡 布置 |
| 文章编号： | 1007-0133(2004)06-0026-04 |
| 修稿时间： | 2004年9月8日 |
Design of Seepage Control Engineering for Goupitan Hydropower Station |
| |
| YAO Chun-lei,ZHOU He-qing,LIU Jia-long.Design of Seepage Control Engineering for Goupitan Hydropower Station[J].Guizhou Water Power,2004,18(6):26-29,38. |
| |
| Authors: | YAO Chun-lei ZHOU He-qing LIU Jia-long |
| |
| Abstract: | The karst is developing at the dam site area of Goupitan Hydropower Station.The designed dam is the highest arch dam built in karst area of China at present.The design head is 222 m.In order to prevent seepage in dam body and mountain karst of both banks,insured safety operation of dam,cushion pool and underground powerhouse,an anti-seepage drainage system is set out on mountains of both banks,a closed drainage system is set out in the cushion pool,and a mountain drainage system is set out on the slopes of the both banks of cushion pool. |
| |
| Keywords: | hydraulic structure concrete double curve arch dam design of seepage control engineering anti-seepage curtain drainage Goupitan Hydropower station |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
