广西水利水电
廣西水利水電
엄서수이수전
GX WATER RESOURCES & HYDROPOWER ENGINEERING
2014年
6期
43-45,57
,共4页
宝坛水电站%5#明渠%滑坡体处理%引水隧洞
寶罈水電站%5#明渠%滑坡體處理%引水隧洞
보단수전참%5#명거%활파체처리%인수수동
BaoTan Hydropower Project%No.5 open channel%treatment of landslide%water delivery tunnel
宝坛水电站5#明渠所在山体在2009年的特大洪水中发生滑坡，通过滑坡体的稳定分析、计算和评价，并提出了抗体滑桩、明渠内移和隧洞方案作为永久解决措施，经过投资、施工技术和安全性论证，推荐新建引水隧洞的方案进行处理，并介绍了该方案实施的效果。
寶罈水電站5#明渠所在山體在2009年的特大洪水中髮生滑坡，通過滑坡體的穩定分析、計算和評價，併提齣瞭抗體滑樁、明渠內移和隧洞方案作為永久解決措施，經過投資、施工技術和安全性論證，推薦新建引水隧洞的方案進行處理，併介紹瞭該方案實施的效果。
보단수전참5#명거소재산체재2009년적특대홍수중발생활파，통과활파체적은정분석、계산화평개，병제출료항체활장、명거내이화수동방안작위영구해결조시，경과투자、시공기술화안전성론증，추천신건인수수동적방안진행처리，병개소료해방안실시적효과。
Landslide occurred at No.5 open channel of BaoTan Hydropower Project during the extraordinary flood of 2009. Based on stability analysis,calculation and evaluation of landslide area,three treatment alternatives,includ?ing anti-sliding pile scheme,open channel inward shift scheme and new water delivery tunnel scheme were put for?ward. After comparison of economic,technical and safety indexes,the new water delivery tunnel scheme was rec?ommended. An instruction was made on the effects of the adopted scheme.
