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棉花滩大坝水平位移安全监控指标的拟定
引用本文:刘贝贝,郑付刚,张岚.棉花滩大坝水平位移安全监控指标的拟定[J].红水河,2009,28(5):97-102,106.
作者姓名:刘贝贝  郑付刚  张岚
作者单位:河海大学水利水电工程学院,江苏,南京,210098;河海大学水资源高效利用与工程安全国家工程研究中心,江苏,南京,210098
基金项目:国家自然科学基金(50809025);;国家科技支撑计划课题(2006BAC14B03,2008BAB29B06)
摘    要:针对棉花滩大坝的具体情况,结合位移原型观测资料的分析结果,分别采用置信区间估计法、典型小概率法和结构分析法拟定棉花滩大坝2、4、5号典型坝段坝顶水平位移的安全监控指标,并比较各种方法拟定结果,提出意见和改进方法。

关 键 词:安全监控指标  置信区间法  小概率法  结构分析法  

Safety Monitoring Index of Horizontal Displacement of Mianhuatan Dam
LIU Bei-bei,ZHENG Fu-gang,ZHANG Lan.Safety Monitoring Index of Horizontal Displacement of Mianhuatan Dam[J].Hongshui River,2009,28(5):97-102,106.
Authors:LIU Bei-bei  ZHENG Fu-gang  ZHANG Lan
Affiliation:1.College of Water Conservancy & Hydropower Engineering;Hohai University;Nanjing 210098;2.National Engineering Research Center of Water ResourcesEfficient Utilization & Engineering Safety;Nanjing 210098
Abstract:In light of the specific circumstances and the analysis of observational data of Mianhuatan dam,the safety monitoring index of horizontal displacement at the top of 2#,4#,5# typical dam section is determined by means of confidence interval estimation method,typical small-probability method and structural analysis.A comparison is made on results derived from these methods to give some proposals and measures for improvement.
Keywords:safety monitoring index  confidence interval estimation method  typical small-probability method  structural analysis method  
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