应用高阶概率权重矩法估计广义极值分布参数
Estimation of GEV Distribution Parameters by Higher Probability Weighted Moments
DOI: 10.12677/JWRR.2012.15055, PDF, 下载: 3,508  浏览: 10,100  国家自然科学基金支持
作者: 肖 玲:西北农林科技大学;宋松柏*:西北农林科技大
关键词: 广义极值分布高阶概率权重矩参数估计蒙特卡洛模拟GEV Distribution; Probability Weighted Moments; Parameter Estimation; Monte Carlo Simulation
摘要: 在洪水频率分析计算中,当点绘年最大洪峰流量序列的经验频率时,经验点据常常出现两段或多段的分散区,重现期较大的洪水估算一般是根据大中洪水值的趋势进行外推。本文根据高阶概率权重矩法原理和广义极值分布估算参数模型,进行陕北地区神木水文测站的年最大洪峰流量频率分布参数计算。结果表明:高阶概率权重矩法能赋予大洪水值更多的权重。蒙特卡洛模拟试验表明:并非阶数越高越好,适当提高阶数可以减小误差,但阶数过高反而会增大误差。
Abstract: When an annual maximum flow series is displayed in a probability plot for the analysis of flood frequency, the data often exhibit two or more distinct segments. For estimating floods of large return periods, it is probably extrapolated by the trend of large and medium-sized flood values. The principle of higher probability weighted moments (HPWMS) was employed to estimate parameters of generalized extreme value (GEV) distribution. The results show that the higher the order are, the better fitting of the GEV distribution to annual maximum flows in larger segments. The Monte Carlo simulations also show that moderate order of HPWMS may reduce the estimation errors rather than higher order, and conversely, over-higher orders may increase the estimation errors.
文章引用:肖玲, 宋松柏. 应用高阶概率权重矩法估计广义极值分布参数[J]. 水资源研究, 2012, 1(5): 359-364. http://dx.doi.org/10.12677/JWRR.2012.15055

参考文献

[1] 李宏伟. 水文频率参数计算方法与应用研究[D]. 西北农林科技大学, 2009.
[2] LI Hongwei. Parameter estimation methods for flood frequency analysis. Northwest A&F University, 2009. (in Chinese)
[3] 水利部. 水利水电工程设计洪水计算规范SL44-2006[S]. 北京: 中国水利水电出版社, 2006.
[4] Ministry of Water Resources. Guidelines of design flood estima- tion for hydraulic engineering, SL44-2006. Beijing: Shui-dian Press, 2006. (in Chinese)
[5] 张秀芝. Weibull分布参数估计方法及其应用[J]. 气象学报, 1996, 54(1): 108-116.
[6] ZHANG Xiuzhi. Parameter estimation method for Weibull distribution. Journal of Meteorology, 1996, 54(1): 108-116. (in Chi- nese)
[7] 陈子燊, 刘曾美, 陆剑飞. 广义极值分布参数估计方法的对比研究[J]. 中山大学学报, 2010, 49(6): 106-109.
[8] CHEN Zhiyue, LIU Zengmei and LU Jianfei. Comparison of GEV parameter estimation methods. Journal of Sun Yat-sen Uni- versity, 2010, 49(6): 106-109. (in Chinese)
[9] WANG, Q. J. Using higher probability weighted moments for flood frequency analysis. Journal of Hydrology, 1997, 194(1): 95-106.
[10] FISHER, R. A., TIPPETT, L. H. C. Limiting forms of the fre- quency distribution of the largest or smallest member of a sam- ple. Mathematical Proceedings of the Cambridge Philosophical Society, 1928, 24(2): 180-190.
[11] JENKINSON, A. F. The frequency distribution of the annual maximum (or minimum) values of meteorological elements. The Quarterly Journal of the Royal Meteorological Society, 1955, 81(348): 158-171.
[12] COLES, S. An introduction to statistical modeling of extreme values. New York: Springer Verlag, 2001: 36-78.
[13] HOSKING, J. R. M. L-moments: Analysis and estimation of distributions using linear combinations of order statistics. Jour- nal of the Royal Statistical Society, Series B (Methodological), 1990, 52(1): 105-124.
[14] GREENWOOD, J. A., LANDWEHR, J. M., MATALAS, N. C. and WALLIS, J. R. Probability weighted moments: Definition and relation to pa-rameters of distribution expressible in inverse form. Water Resources Research, 1979, 15(5): 1049-1054.
[15] WANG, Q. J. Using partial probability weighted moments to fit the extreme value distributions to censored samples. Water Resources Research, 1996, 32(6): 1767-1771.
[16] WANG, Q. J. Unbiased estimation of probability weighted mo- ments and partial probability weighted moments from systematic and historical flood information and their application to estimat- ing the GEV distribution. Journal of Hydrology, 1990, 120(1-4): 115-124.
[17] LANDWEHR, J. M., MATALAS, N. C. Estimation of parame- ters and quantiles of Wakeby distributions 2. Unknown lower bounds. Water Resources Research, 1979, 15(6): 1373-1379.