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超标洪水下堤防失事风险评价及工程应用
引用本文:徐卫亚,邢万波,王凯,闫旭.超标洪水下堤防失事风险评价及工程应用[J].水利水运工程学报,2006,0(3):39-44.
作者姓名:徐卫亚  邢万波  王凯  闫旭
作者单位:1. 河海大学,岩土工程研究所,江苏,南京,210098
2. 南京市水利局,江苏,南京,210008
3. 南京市秦淮河河道整治工程建设处,江苏,南京,210008
基金项目:国家“973”计划资助项目(2002CB412707)
摘    要:基于堤防工程可能的失效模式,修正了水文失事风险率和边坡滑动失稳风险率计算模型.分析了漫顶失事、渗透破坏失事以及边坡滑动失稳的条件概率计算方法,建立了堤防综合失事风险率计算模型;同时,提出了超标洪水下堤防失事风险率的计算方法,结合南京市外秦淮河堤防工程实例,得到超标洪水下外秦淮河堤防综合失事风险率为0.57%.

关 键 词:超标洪水  水文失事  渗透破坏失事  边坡滑动失稳  风险评价  堤防工程
文章编号:1009-640X(2006)03-0039-06
收稿时间:2006-03-03
修稿时间:2006年3月3日

Integrated risk assessment of levees under over-level flood condition and a case study
XU Wei-y,XING Wan-bo,WANG Kai,YAN Xu.Integrated risk assessment of levees under over-level flood condition and a case study[J].Hydro-Science and Engineering,2006,0(3):39-44.
Authors:XU Wei-y  XING Wan-bo  WANG Kai  YAN Xu
Affiliation:1. Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China ; 2. Nanjing Water Conservancy Bureau, Nanjing 210008, China; 3. Construction Bureau of Watercourse Regulation Project of Nanjing External Qinhuai River, Nanjing 210008, China
Abstract:Considering the potential failure modes in levee engineering,the mathematical models of hydrological failure risk and slope slide instability risk for levees are improved.Computing methods of conditional probability functions for overflowing failure risk,seepage failure risk and slope slide instability risk are described.A mathematical model of integrated failure risk for levees is set up.Meanwhile the calculation method of failure risk under over-level flood conditions is presented.According to these proposed models and methods,the risk analysis of External Qinhuai River levees of Nanjing under over-level flood conditions is carried out,and the failure risk factor of the levee under over-level flood conditions is found to be 0.57%.
Keywords:over-level flood  hydrological failure  seepage failure  slope slide instability  risk analysis  levee works
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