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浅谈红岩水库除险加固中引洪隧洞设计
引用本文:张永,钟世华.浅谈红岩水库除险加固中引洪隧洞设计[J].广西水利水电,2010(4):42-45.
作者姓名:张永  钟世华
作者单位:新疆生产建设兵团勘测规划设计研究院,乌鲁木齐,830002
摘    要:红岩水利枢纽工程已运行了30多年,水库大坝安全性评定为三类坝,属于病险水库,需要进行除险加固设计。针对枢纽中的引洪隧洞存在的主要问题,提出3个加固方案,经比选后,采用原洞加固方案,实施后效果良好。

关 键 词:隧洞  加固  优化设计

Flood diversion tunnel design of Hongyan Reservoir reinforcement project
ZHANG Yong,ZHONG Shi-hua.Flood diversion tunnel design of Hongyan Reservoir reinforcement project[J].Gx Water Resources & Hydropower Engineering,2010(4):42-45.
Authors:ZHANG Yong  ZHONG Shi-hua
Affiliation:(Survey,Planning,Design & Research Institute ofXinjiang Production and Construction Corps,Urumchi 830002,China)
Abstract:Hongyan Hydraulic Complex had been put into operation more than 30 years.Its main dam safety was assessed as category 3,so the ill and danger reservoir required reinforcement.In view of the major problems of flood diversion tunnel,three reinforcement schemes were put forward,and the original tunnel reinforcement scheme was selected and implemented after comparison,rendering good results.
Keywords:Tunnel  reinforcement  optimization design
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