期刊文献+

基于两变量分布的峰量联合分析 被引量:13

Joint Analysis of Peak and Volume Based on Bivariate Distribution
下载PDF
导出
摘要 采用Gumbel逻辑模型建立基于超定量取样的两变量联合分布,利用所建立的联合分布,给出了条件频率和两种两变量重现期的计算方法。以隔河岩水库坝址洪水研究为例,分析了当洪峰超过其某一频率的设计值时,各不同频率的设计洪量发生的条件频率,并对同频率设计值组合的两变量重现期进行了计算。研究表明在推求设计洪水过程线时,洪峰和洪量同频率的假定并不是过于偏保守,甚至还存在一定的风险,作为设计方法中的假定,具有一定的合理性。 The Gumbel logistic model is used to describe the dependent structure between the flood peak and flood volume and a bivariate joint distribution of peak-volume using PDS sample approach is developed. Based on the derived bivariate distribution, the approaches for calculating conditional frequency and bivariate return period are presented. The Geheyan reservoir is selected as a case study. The assumption that the peak and volume adopt a same frequency in design flood hydrograph is discussed through the conditional frequency of flood volume given flood peak exceeding a flood quantity with a specified frequency. The bivariate return periods of design values for peak and volume in pairs derived from univariate distribution respectively are estimated. The results of the study show that the assumption is not considered to be very conservative but rational in a certain extent.
出处 《长江科学院院报》 CSCD 北大核心 2007年第2期13-16,21,共5页 Journal of Changjiang River Scientific Research Institute
基金 国家自然科学基金资助项目(5067906350609017) 霍英东青年教师基金资助项目(101077)
关键词 洪峰 洪量 频率分析 联合分布 超定量取样 flood peak flood volume frequency analysis bivariate joint distribution PDS sample
  • 相关文献

参考文献9

  • 1SL4493,水利水电工程设计洪水计算规范[S].
  • 2YUE S,QUARDA T B M J,Bobée B,et al.The Gumbel Mixed Model for Flood Frequency Analysis[J].Journal of Hydrology,1999,226:88-100.
  • 3YUE S.The Gumbel Logistic Model for Representing A Multivariate Storm Event[J].Advances in Water Resource,2001,(24):179-185.
  • 4熊立华,郭生练.两变量极值分布在洪水频率分析中的应用研究[J].长江科学院院报,2004,21(2):35-37. 被引量:35
  • 5方彬,郭生练,周芬,王善序,陈华.组合分布在超定量洪水系列频率分析中的应用研究[J].水电能源科学,2004,22(4):20-23. 被引量:6
  • 6SPRENT P.Applied Nonparametric Statistical Methods[M].London:Chapman & Hall,1989.
  • 7SHIAU,J T.Return Period of Bivariate Distributed Extreme Hydrological Events[J].Stochastic Environment and Risk Assessment,2003,(7):42-57.
  • 8De Michele C,SALVADORI G,CANOSSI M,et al.Bivariate Statistical Approach to Check Adequacy of Dam Spillway[J].Journal of Hydrologic Engineering,2005,(1):50-57.
  • 9ROSBJERG D.Partial Duration Series in Water Resources[M].Lyngby,Denmark:Technical University of Denmark,1993.

二级参考文献5

  • 1Rosbjerg D.Partial Duration Series in Water Re-sources[M].Denmark:Press of Technical University of Denmark,1993.
  • 2Onoz B,Bayazit M.Effect of the Occurrence Pro-cess of the Peaks over Threshold on the Flood Es-timates[J].Journal of Hydrolog,2001(1):86-96
  • 3Cunnane C.A Particular Comparison of Annual Maxima and Partial Duration Series Methods of Flood Frequency Prediction[J].Journal of Hydrolog,1973(18):257-271
  • 4刘次华 万建平.概率论与数理统计[M].北京:高等教育出版社,2002..
  • 5熊立华,郭生练.L-矩在区域洪水频率分析中的应用[J].水力发电,2003,29(3):6-8. 被引量:37

共引文献39

同被引文献125

引证文献13

二级引证文献339

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