期刊文献+

基于非对称乘积Copula函数的城市雨洪遭遇风险分析

Risk analysis of urban rain-flood encounter based on asymmetric product Copula function
下载PDF
导出
摘要 针对沿江城市暴雨与外江洪水诱发的内涝问题,对城市雨洪遭遇特性开展研究。以广东省肇庆市端州区为例,利用长系列实测降水量和西江流量数据,分别采用对称和非对称乘积Copula函数构建雨洪联合分布,采用赤池信息准则和图形评价法选择最优Copula函数进行雨洪遭遇风险分析。结果表明:非对称乘积Frank CopulaⅡ函数拟合效果最优;以暴雨为主的组合中,端州区发生较大量级暴雨时,西江发生洪水的条件风险概率相对较高;以洪水为主的组合中,不同洪水重现期雨洪联合风险概率均略大于相应西江洪水出现频率。 Aiming at the urban waterlogging problem induced by urban rainstorm and outer river flood,the characteristics of urban rain-flood encounter were studied.Taking Duanzhou District of Zhaoqing City,Guangdong Province as an example,rain-flood joint distributions were constructed with symmetric and asymmetric product Copula functions,respectively,based on long series of measured rainfall data and Xijiang River streamflow data.The optimal Copula function was selected by Akaike information criterion and the graph evaluation method for rain-flood encounter risk analysis.The results show that the asymmetric product Frank Copula II function has the best fitting effect.In the rainstorm-dominated combination,the conditional risk probability of Xijiang River flood is relatively high when heavy rain occurs in Duanzhou District.In the flood-dominated combination,the rain-flood combined risk probability under different flood recurrence periods is slightly greater than the corresponding frequency of Xijiang River flood.
作者 李晓英 姜紫萍 樊红霞 袁瑶 LI Xiaoying;JIANG Ziping;FAN Hongxia;YUAN Yao(College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China;China Water Resources Pearl River Planning,Surveying&Designing Co.,Ltd.,Guangzhou 510610,China)
出处 《水资源保护》 EI CAS CSCD 北大核心 2024年第6期78-84,共7页 Water Resources Protection
基金 国家自然科学基金项目(52279013) 湖南省重大水利科技项目(XSKJ2021000-04)。
关键词 城市内涝 雨洪遭遇 非对称乘积Copula函数 联合分布 风险分析 肇庆市 urban waterlogging rain-flood encounter asymmetric product Copula function joint distribution risk analysis Zhaoqing City
  • 相关文献

参考文献21

二级参考文献298

共引文献487

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部