摘要
介绍了贵州省务川县沙坝水电站碾压混凝土双曲拱坝坝体外部变形监测控制网布置情况。通过对工程下闸蓄水初期和运行期坝体外部变形监测资料的分析,初步掌握了建筑物整体位移变形情况和运行情况,为沙坝水电站的正常运行管理提供必要的决策信息。
This paper introduces mainly the arrangement of monitoring control network of Wuchuan County rolled concrete double-curvature arch sandbank hydroelectric station in Guizhou Province.By a close comparison and analytic study of the data of initial and runtime water impoundment moment under engineering conditions,this paper achieves primary knowledge of deformation and operation on the dam＇s integrated displacement,and gives information of decision-making to the manager.
出处
《中国农村水利水电》
北大核心
2012年第2期127-130,共4页
China Rural Water and Hydropower
