广东水利水电
廣東水利水電
엄동수이수전
GUANGDONG WATER RESOURCES AND HYDROPOWER
2015年
8期
22-26
,共5页
Copula函数%东江博罗站%年最大洪水%联合分布%条件概率分布
Copula函數%東江博囉站%年最大洪水%聯閤分佈%條件概率分佈
Copula함수%동강박라참%년최대홍수%연합분포%조건개솔분포
copula function%Dongjiang Boluo station%annual maximum flood%bivariate joint distribution%conditional probability distribution
以东江博罗站1953—2013年长系列年最大洪峰流量及其峰现时间为基础,采用Von Mises 函数拟合年最大洪水洪峰出现时间的分布特征,皮尔逊III型函数拟合年最大洪水洪峰流量的分布特征,采用Frank Copula 函数构建了洪峰流量和峰现时间两变量的联合分布,分析了东江博罗站洪峰出现时间分布特性,年最大洪水事件联合重现期和条件重现期。结果表明:以Von Mises,皮尔逊III型及Frank Copula函数构建的联合分布函数均能较好拟合东江博罗站年最大洪水分布特征,可有效挖掘流域洪水信息,为流域防洪规划和风险管理提供参考。
以東江博囉站1953—2013年長繫列年最大洪峰流量及其峰現時間為基礎,採用Von Mises 函數擬閤年最大洪水洪峰齣現時間的分佈特徵,皮爾遜III型函數擬閤年最大洪水洪峰流量的分佈特徵,採用Frank Copula 函數構建瞭洪峰流量和峰現時間兩變量的聯閤分佈,分析瞭東江博囉站洪峰齣現時間分佈特性,年最大洪水事件聯閤重現期和條件重現期。結果錶明:以Von Mises,皮爾遜III型及Frank Copula函數構建的聯閤分佈函數均能較好擬閤東江博囉站年最大洪水分佈特徵,可有效挖掘流域洪水信息,為流域防洪規劃和風險管理提供參攷。
이동강박라참1953—2013년장계렬년최대홍봉류량급기봉현시간위기출,채용Von Mises 함수의합년최대홍수홍봉출현시간적분포특정,피이손III형함수의합년최대홍수홍봉류량적분포특정,채용Frank Copula 함수구건료홍봉류량화봉현시간량변량적연합분포,분석료동강박라참홍봉출현시간분포특성,년최대홍수사건연합중현기화조건중현기。결과표명:이Von Mises,피이손III형급Frank Copula함수구건적연합분포함수균능교호의합동강박라참년최대홍수분포특정,가유효알굴류역홍수신식,위류역방홍규화화풍험관리제공삼고。
Von Mises and Pearson Type III distribution are used to describe the occurrence dates and magnitudes of annual maximum flood respectively .A bivariate joint distribution with Von Mises and Pearson Type III distribution margins is developed based on the Frank Copula from the data of annual maximum flood occurrence dates and magnitudes frequency at Boluo hydrologic station from 1953 to 2013.Copula Function are used to describe the annual maximum flood Characteristics , conditional probability , joint probability and bivariate return period .A case study suggests that the Von Mises distribution , Pearson Type III distribution and the bivariate joint distribution base on Frank Copula can fit both occurrence dates and magnitudes of annual maximum flood series well.More information of flood can be mined , and it is provided as a reference for flood control planning and risk management in Dongjiang river basin .