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务川沙坝水电站坝体外部变形监测分析
引用本文:王开拓,辛全才,庞先明. 务川沙坝水电站坝体外部变形监测分析[J]. 中国农村水利水电, 2012, 0(2): 127-130
作者姓名:王开拓  辛全才  庞先明
作者单位:1. 西北农林科技大学水利与建筑工程学院,陕西杨凌,712100
2. 贵州省大坝安全监测中心,贵阳,550002
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。对于同类工程安全监测系统的设计、观测及监测数据分析均有借鉴意义。

关 键 词:碾压混凝土拱坝  外部变形  监测分析
收稿时间:2011-09-08
修稿时间:2011-09-22

Analysis of Sha Dam Hydropower Station Exterior Deformation Monitor
WANG Kai-tuo,XIN Quan-cai,PANG Xian-ming. Analysis of Sha Dam Hydropower Station Exterior Deformation Monitor[J]. China Rural Water and Hydropower, 2012, 0(2): 127-130
Authors:WANG Kai-tuo  XIN Quan-cai  PANG Xian-ming
Affiliation:1.College of Water Resources and Architectural,Northwest Agricultural and Forestry University,Yangling 712100, Shaanxi Province,China;2.Dam Safety Monitoring Center in Guizhou Province,Guiyang 550002,China)
Abstract:This article mainly introduces the arrangement of monitoring control network of Wuchuan County rolled concrete double-curvature arch sandbank hydroelectric station in Guizhou Province. By close comparison and analytic study on the data of initial and runtime water impoundment moment under engineering condition, the article achieves primary knowledge of deformation and operation on the dam’s integrated displacement, and gives information of decision-making to the team manager. The result could also produce some use for reference to the similar projects on safety automatic monitoring system designing, monitoring and data analyzing work.
Keywords:RCC arch dam  Exterior distortion  Monitor analysis
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