文章摘要
谷艳昌,王士军,庞琼,王宇,吴云星.基于风险管理的混凝土坝变形预警指标拟定研究[J].水利学报,2017,48(4):480-487
基于风险管理的混凝土坝变形预警指标拟定研究
Study on early warning index of concrete dam's deformation based on the risk management
投稿时间:2016-04-15  
DOI:10.13243/j.cnki.slxb.20160374
中文关键词: 混凝土坝  风险管理  溃决  变形特性  预警指标  交集
英文关键词: concrete dam  risk management  dam failure  deformation characteristic  early warning index  intersection
基金项目:国家自然科学基金项目(51209143);江苏省自然科学基金项目(BK2010125);江苏省水利科技项目(2015010);广西水利厅科技项目(201614);水利部公益性行业科研专项(201501033);南京水利科学研究院基金项目(Y715017)
作者单位
谷艳昌 南京水利科学研究院, 江苏 南京 210029
水利部大坝安全管理中心, 江苏 南京 210029 
王士军 南京水利科学研究院, 江苏 南京 210029
水利部大坝安全管理中心, 江苏 南京 210029 
庞琼 南京水利科学研究院, 江苏 南京 210029
水利部大坝安全管理中心, 江苏 南京 210029 
王宇 南京水利科学研究院, 江苏 南京 210029 
吴云星 南京水利科学研究院, 江苏 南京 210029 
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中文摘要:
      在混凝土坝风险理论和结构计算拟定变形指标方法基础上,研究建立基于风险管理的变形预警指标拟定方法,使得拟定的预警指标不仅满足工程安全需要,同时体现大坝风险的要求。首先根据混凝土坝工程安全运行与下游经济社会发展要求,确立大坝的风险等级标准;其次分析研究相应风险等级标准条件下,混凝土坝的破坏路径与模式;以混凝土坝溃决模式与坝体结构特性转异为纽带,借助专家经验,设置结构计算的荷载条件与约束标准,再采用有限元计算获得相应的变形预警指标值,进而建立了基于风险管理的混凝土坝变形预警指标拟定方法。以某水电站工程为案例,拟定了该水电站低风险运行的变形预警指标值,验证了该方法是切实可行的。
英文摘要:
      This paper aims to establish a method for determining early warning index of concrete dam deformation on the basis of risk management, based on the prepared deformation index of concrete dam by risk theory and the structure calculation method, which satisfies the requirement of engineering safety management and shows dam risk measurement. According to the requirement of the concrete dam engineering safety operation and the downstream economic and social development, the risk grade standard of the dam is established at first. Then, the failure path and model of concrete dam are analyzed and studied under the condition of the corresponding risk grade standard. By expert experience, with concrete dam failure mode and dam structure characteristics abnormality as a link, the load conditions and the constraint criterion of structure calculation are set. Finally, the corresponding deformation early warning index value is obtained by finite element calculation. Thus, the early warning index determining method of concrete dam deformation based on the risk management is put forward. Taking a hydropower station as an example, the early warning index value of the low risk operation is proposed,which proves that the method is feasible and effective.
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