百色水电站进水口左侧边坡稳定复核  

Recheck stability of left bank slope at water intake of Baise HPP

作　　者：翟配松[1] 

机构地区：[1]广西水利电力勘测设计研究院,广西南宁530023

出　　处：《广西水利水电》2009年第4期23-26,共4页Guangxi Water Resources & Hydropower Engineering

摘　　要：百色水电站进水口布置在含炭质泥岩、硅质泥岩以及硅质岩上,地质条件复杂。为此,分别采用圆弧法和折线法对边坡进行稳定复核计算,并根据计算的输入边界条件以及安全监测成果对计算成果进行分析论证,结果表明:进水口左侧边坡是稳定的。The water intake of the hydropower plant of Baise Multipirpose Dam Project is located on carbonaceous rnudstone, siliceous mudsione and silicalite with complicated geological conditons. Arc method and dogleg method were adopted respectively to calculate the stability of bank slope. The calculating results were analyzed and discussed combined with the input boundary conditions and the safety monitoring data. It is concluded that the left bank slope at watet intake is stable.

关 键 词：进水口 左侧边坡 稳定 复核 

分 类 号：TU457[建筑科学—岩土工程]