长江科学院院报 ›› 2019, Vol. 36 ›› Issue (8): 55-60.DOI: 10.11988/ckyyb.20180062

• 防洪减灾 • 上一篇    下一篇

基于线性矩法的短历时暴雨频率分布研究

牛晨,王双银,吴素娟   

  1. 西北农林科技大学 水利与建筑工程学院,陕西 杨凌 712100
  • 收稿日期:2018-01-18 修回日期:2018-03-26 出版日期:2019-08-01 发布日期:2019-08-15
  • 通讯作者: 王双银(1969-),男,甘肃镇原人,副教授,博士,主要从事水文极值事件和水资源配置方面的研究。E-mail:wshy@nwsuaf.edu.cn
  • 作者简介:牛晨(1992-),男,山西运城人,硕士研究生,从事水文极值事件研究。E-mail:niu_chen@nwafu.edu.cn
  • 基金资助:
    陕西省水利科技项目(2017slkj-1)

L-moment Analysis on Frequency Distribution of Short-duration Rainstorm

NIU Chen, WANG Shuang-yin, WU Su-juan   

  1. College of Water Resources and Architectural Engineering, Northwest A &F University,Yangling 712100, China
  • Received:2018-01-18 Revised:2018-03-26 Published:2019-08-01 Online:2019-08-15

摘要: 研究短历时暴雨频率分布,可为小流域设计洪水计算提供依据,对山洪灾害防治及城镇防洪排涝具有重要意义。以陕西省18个基准气象站和基本气象站1984—2013年的实测暴雨资料为依据, 采用年最大值选样法选取了各站点10,30,60,90,120 min 5 个短历时共90组的暴雨量序列,采用线性矩法分别估计了各序列的皮尔逊Ⅲ型分布(P-Ⅲ)、广义极值分布(GEV)、耿贝尔分布(Gumbel)、正态分布(N)、指数分布(EXP)和两参数伽马分布(Gamma)参数,并以确定性系数、误差平方和和概率点据相关系数分别分析各备选分布的拟合精度。结果表明:①各站点暴雨量序列均值和线性离散系数随历时增加均呈上升趋势,而线性偏态系数随历时变化无统一趋势;②同历时各站点暴雨量序列均值自西向东呈递增趋势,秦岭以北线性离散系数和线性偏态系数自西向东呈递减趋势,秦岭以南线性离散系数和线性偏态系数则呈现出中部高、东西低的态势;③以P-Ⅲ分布(包含Gamma分布)为最优分布的暴雨量序列为81组,占总序列组数的90.0%,可作为研究区短历时暴雨的理论频率分布。研究成果可为城市防洪、排涝规划以及相关工程设计的雨量计算提供参考依据。

关键词: 短历时暴雨频率分布, 年最大值选样法, 线性矩法, 小流域设计洪水, 山洪灾害防治, 城镇防洪排涝

Abstract: Studying the frequency distribution of short-duration rainstorm could provide basis for design flood calculation in small watershed, which is of great significance to the prevention and control of mountain flood disaster and flood control and drainage of towns. On the basis of measured rainstorm data of 18 benchmark and basic meteorological stations in Shaanxi Province from 1984 to 2013, a total of 90 sequences of rainstorm of short duration (10 min, 30 min, 60 min, 90 min, and 120 min)were selected for the study using annual maximum value method. The parameters of Pearson III distribution (P-III), generalized extreme value distribution (GEV), Gumbel distribution (Gumbel), normal distribution (N), exponential distribution (EXP), and two-parameter gamma distribution (Gamma) of each sequence were estimated by linear moment method.The accuracy of fittings were analyzed according to certainty coefficient, sum of squared errors, and probability plot correlation coefficient. Results evinced that:(1) The mean value and linear dispersion coefficient of the rainstorm sequence of each site both displayed increasing trend with the elongation of rainstorm, whereas the linear skewness coefficient showed no uniform trend. (2) The mean value of rainstorm sequences of the same duration increased from the west to the east.The linear dispersion coefficient and linear skewness coefficient in the north of Qinling Mountain decreased from the west to the east, but in the south of Qinling Mountain, the two coefficients were larger in the middle and smaller in the east and west. (3) The optimal distribution of 81 rainstorm sequences, covering 90% of the total sequence groups, is P-Ⅲdistribution (including Gamma distribution), which can be used as the theoretical frequency distribution of short-duration rainstorm in the study area.

Key words: frequency distribution of short duration rainstorm, annual maximum value method, l-moment method, design flood for small watershed, mountain flood prevention and control, urban flood control and drainage

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