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超定量系列波浪重现期值研究 被引量:3

PDS methods for determining extreme wave height
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摘要 首先建立波浪超定量概率模型,提出超定量抽样分组原则以保证数据独立性,通过检验可知该原则下波浪超定量系列能较好地拟合GP分布;提出根据年平均出现频次、是否服从Possion分布和拟合GP情况综合分析判断,寻找合理阈值的方法;分别用GP分布和相应的复合极值分布分析超定量系列,并比较传统的P-III分布,分析可知,采用GP分布和P-GP(Poisson-GP)复合分布计算超定量系列所得的重现期值基本一致,且P-III曲线所得结果接近。 The paper sets an exceedance model and proposes the sampling principle for maintaining the independence of the sample. By fitness test, the sample is preferably fitted. Then the threshold is determined by the average number of occurrence every year and goodness of fit for GPD. The result of comparative analysis shows that the results of the GPD model and P-GP model is the same and approaches that of P-III distribution.
作者 罗耀 朱良生
出处 《水运工程》 北大核心 2013年第5期49-54,共6页 Port & Waterway Engineering
关键词 波浪重现值 超定量 GP分布 Possion分布 return wave height PDS GPD Possion distribution
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参考文献20

  • 1Shane R , Lynn W R . Mathematical model for flood risk analysis[J]. J Hydraul Div: ASCE, 1964,90:1-20.
  • 2Todorovic P, Zelenhasic E. A stochastic model for flood analysis[J]. Wat Resour Res, 1970(6): 1 641-1 648.
  • 3王善序.洪水超定量系列频率分析[J].人民长江,1999,30(8):23-25. 被引量:27
  • 4王超,刘德辅.设计波浪选取中的不确定性分析[J].海洋学报,1991,13(6):874-881. 被引量:3
  • 5Santiago Begueria. Uncertainties in partial duration series modelling of extremes related to the choice of the threshold value[J]. Journal of Hydrology, 2005 (1): 215 -230.
  • 6Ashkar F, Rousselle J. Partial duration series modeling under the assumption of a Poissonian flood count[J]. Journal of Hydrology, 1987(3): 135-144.
  • 7Rosbjerg D. Estimation in partial duration series with independent and dependent peak values[J]. Journal ofHydrology, 1985 (1):183-196.
  • 8Hosking J R M, Wallis J R. Parameter and quantile estimation for the generalized Pareto distribution[J]. Technometrics, 1987, 29(3):339-349.
  • 9JTJ 213-1998. 海港水文规范[S].
  • 10Pickands J. Statistical inference using extreme order statistics [J]. The Annals of Statistics, 1975(3): 119-131.

二级参考文献14

  • 1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
  • 2刘德辅,Offshore Mechanics Arctic Engineering,1986年,1卷,404页
  • 3刘建刚,1984年
  • 4刘德辅,J Waterway Port Coastal Ocean Division ASCE,1980年,4卷,469页
  • 5Dan Rosbjerg.Partial Duration Seriesin Water Resources[M]. Technical University of Denmark, 1993.
  • 6B Onoz, M Bayazit. Effect of the occurrence process of the peaks over threshold on the flood estimates[J]. Journal of Hydrology, 2001 (1):86-96.
  • 7M. Lang, T.B.M.J. Ouarda, and B. Bobee. Towards operational guidelines for over-threshold modeling[J]. Journal of Hydrology, 1999(9):103-117.
  • 8P. Claps, F. Laio. Can continuous streamflow data support flood frequency analysis? An alternative to the partial duration series approach[J]. Water Resources Research, 2003(8):SWC61-SWC611.
  • 9Thomas S. Ferguson, C. Genest, and M.Hallin. Kendall′s tau for serial dependence[J]. The Canadian Journal of Statistics, 2000(28):587-604.
  • 10P. Sprent. Applied nonparametric statistical methods[M]. University of Dundee, Scotland, UK, 1989.

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