首页 | 本学科首页   官方微博 | 高级检索  
     

小浪底水利枢纽孔板泄洪洞改建施工简述
引用本文:李洛生.小浪底水利枢纽孔板泄洪洞改建施工简述[J].水利水电科技进展,2003,23(2):36-38.
作者姓名:李洛生
作者单位:中国水利水电第三工程局,陕西,安康,725011
摘    要:介绍小浪底水利枢纽工程在大坝施工期间的 3条导流洞在完成导流任务后 ,通过以龙抬头的形式抬高进水口高程 ,回填封堵导流洞在进水塔基础范围内的部分 ,在龙抬头和中闸室之间设置孔板环以及缩小中闸室过流断面等施工方法 ,有效地解决了导流洞重复利用所遇到的高水头、高流速问题 .

关 键 词:孔板洞  孔板环  高铬铸铁  消能段  中闸室
文章编号:1006-7647(2003)02-0036-03
修稿时间:2004/11/11 0:00:00

Reconstruction of plate flood discharging tunnels in Xiaolangdi Hydro Project
LI Luo-sheng.Reconstruction of plate flood discharging tunnels in Xiaolangdi Hydro Project[J].Advances in Science and Technology of Water Resources,2003,23(2):36-38.
Authors:LI Luo-sheng
Abstract:Some engineering measures are introduced for reconstruction of flood discharging tunnels from three diversion tunnels after accomplishment of water diversion during the construction period of the Xiaolangdi Hydro Project. The measures include the construction of a head-rise structure to raise the elevation of the inlets, backfilling and blocking of part of the diversion tunnels in the range of the foundation of intake towers, arrangement of orifice-plate rings between the head-rise structure and middle lock chamber, and reduction of the overflow section of the middle lock chamber, effectively solving the problems of high water head and high flow velocity in reutilization of the diversion tunnels.
Keywords:plate flood discharging tunnel  orifice-plate ring  high chromium-content cast iron  energy dissipation section  middle lock chamber  
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《水利水电科技进展》浏览原始摘要信息
点击此处可从《水利水电科技进展》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号