摘要
本文根据水垫塘底板稳定机理,结合水力学模型实验和三维渗流分析成果,分析了各个工况下底板的荷载及稳定情况,进而提出本电站水垫塘底板控制性状况及防护措施,为下一步设计提供了依据。
Base on the Stability mechanism of plunge pool, combined with results of hydraulic model experiments and three-dimensional seepage analysis,loads and Stability conditions of the slabs are analyzed,and the controlling working conditions and protective measures of power station plunge pool are proposed in this paper.It can be provided a basis for the next design stage.
出处
《中国西部科技》
2014年第7期58-60,共3页
Science and Technology of West China
关键词
水垫塘
抗浮稳定
脉动压力
防护设计
Plunge Pool
Stability Against Floating
Pulsating Pressure
Protection Design
