期刊文献+

含零值水文序列频率计算方法研究 被引量:2

Frequency estimation of hydrological samples with zero values
原文传递
导出
摘要 针对常规水文频率分析方法无法进行含零值水文序列频率计算的问题,研究3种含零值水文序列频率的计算方法。选用Gamma分布,推导极大似然法(ML)、最大熵原理(POME)和概率权重矩法(PWM)非零和含零值序列参数估计公式,研究非零值序列和含零值序列参数转换关系和设计值计算。应用蒙特卡洛试验,研究零值序列长度对参数估计方法不同重现期设计值的影响。以陕西省6个测站枯水期1月份月降水资料为例,研究不同参数估计方法的适用性,计算高尾部设计值的累积误差平方和,进行拟合优度评价。结果表明:最大熵原理和极大似然法对含零值降水序列均具有较好的拟合效果,研究结果可为含零值水文序列频率计算提供依据。 This paper presents a study on frequency analysis method of hydrological samples with zero values, focusing on the derivation of parameter estimation formulas of Gamma distribution for the nonzero values and full series using maximum likelihood method (ML), the principle of maximum entropy (POME), and probability weight moment method (PWM). We also discuss the relationship between nonzero values and full series and the calculation of design values of hydrological samples. Monte-Carlo simulations are conducted to examine the influence of different sample lengths on the design values calculated using different methods of parameter estimation. Applicability of these methods are evaluated through a case study of six monthly precipitation samples observed in Shaanxi, including the effect and calculation error of fitting large sample events. The results indicate that both the principle of maximum entropy and maximum likelihood method have a good fitting effect, forming a theoretical basis for frequency analysis of the hydrological samples with zero values.
出处 《水力发电学报》 EI CSCD 北大核心 2018年第2期22-31,共10页 Journal of Hydroelectric Engineering
基金 国家自然科学基金(51479171 51179160 50879070)
关键词 含零值水文序列 频率分析 全概率理论 参数估计 GAMMA分布 hydrological samples with zero values frequency analysis total probability theory parameter estimation Gamma distribution
  • 相关文献

二级参考文献13

  • 1C. T. Jennings. Statistical Methods in Hydrology [M]. Iowa State University Press, Ames, Iowa, USA. 1977.
  • 2M. E. Jennings, M. A. Benson, Frequency curve for annual flood series with some zero events or incomplete data[J]. Water Resources Research, 1969,5(1):276-280.
  • 3Ming Ko Woo, Kai Wu. Fitting annual flood with zero flows[J]. Canadian Water Resources Journal, 1989,14(2): 10-16.
  • 4S. X. Wang, V. P. Singh. Frequency estimation for hydrologicalsamples with zero values [J]. Journal of Water Resources Planning and management, 1995,121(1):98-108.
  • 5毛赛珠.具有零项系列的中值适线法[J].水文,1985,(06):27-29.
  • 6水利部长江水利委员会水文局,水利部南京水文水资源研究所.水利水电工程设计洪水计算手册[M].北京:中国水利水电出版社,1999:400-405.
  • 7杨力行,陈容,刘大秀.Ⅱ型乘法频率曲线应用可行性研究[J]八一农学院学报,1988(01).
  • 8刘大秀.Ⅱ型乘法频率曲线的统计参数及特征[J]八一农学院学报,1987(01).
  • 9毛赛珠.具有零项系列的中值适线法[J]水文,1985(06).
  • 10李满刚.具有零项系列的中值适线法[J].山西水利科技,1998(1):28-29. 被引量:3

共引文献5

同被引文献35

引证文献2

二级引证文献17

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