摘要
介绍了引黄工程泵站建筑物的结构特性、监测情况以及首次试通水期间安全监测量的变化特点 ,指出了监测资料反映出的一些工程实际问题。通过定量分析 ,揭示了建筑物承受的主要荷载以及监测量的变化规律 ,发现了工程问题发生和发展的原因 ,较为系统、深入地从安全监测的角度研究了引水工程泵站地下洞室群的工作性态。
Introduced are the structural characteristics and monitoring conditions of the pump station buildings of the Yellow River Diversion Project, and the regularity of variation of safety monitoring data obtained during the first trial operation. By quantitative analysis, the regularity of variation of the main loads and monitoring data is revealed, and the causes of some practical engineering problems are pointed out. From the viewpoint of safety monitoring, the working behaviors of underground caves of the diversion project are researched systematically.
出处
《水电自动化与大坝监测》
2002年第6期45-48,共4页
HYDROPOWER AUTOMATION AND DAM MONITORING
关键词
引黄工程
安全监测
泵站
渗透压力
渗压水头比
监测资料
Yellow River Diversion Project
safety monitoring
pump station
seepage pressure
permeability coefficient
