Multivariate quantiles in hydrological frequency analysis

被引:164
作者
Chebana, F. [1 ,2 ]
Ouarda, T. B. M. J. [1 ,2 ]
机构
[1] INRS ETE, Ind Chair Stat Hydrol, Quebec City, PQ G1K 9A9, Canada
[2] INRS ETE, Canada Res Chair Estimat Hydrometeorol Variables, Quebec City, PQ G1K 9A9, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
frequency analysis; multivariate quantile; estimation; hydrology; floods; OF-FIT TESTS; BIVARIATE;
D O I
10.1002/env.1027
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Several hydrological phenomena are described by two or more correlated characteristics. These dependent characteristics should be considered jointly to be more representative of the multivariate nature of the phenomenon. Consequently, probabilities of occurrence cannot be estimated on the basis of univariate frequency analysis (FA). The quantile, representing the value of the variable(s) corresponding to a given risk, is one of the most important notions in FA. The estimation of multivariate quantiles has not been specifically treated in the hydrological FA literature. In the present paper, we present a new and general framework for local FA based on a multivariate quantile version. The multivariate quantile offers several combinations of the variable values that lead to the same risk. A simulation study is carried out to evaluate the performance of the proposed estimation procedure and a case study is conducted. Results show that the bivariate estimation procedure has an analogous behaviour to the univariate one with respect to the risk and the sample size. However, the dependence structure between variables is ignored in the univariate case. The univariate estimates are obtained as special combinations by the multivariate procedure and with equivalent accuracy. Copyright (C) 2009 John Wiley & Sons, Ltd.
引用
收藏
页码:63 / 78
页数:16
相关论文
共 36 条
[1]  
ABDOUS B, 1992, ENGINEERING, V13, P1035
[2]  
[Anonymous], 1995, CONTINUOUS UNIVARIAT
[3]  
[Anonymous], 2006, An introduction to copulas
[4]  
[Anonymous], 1995, Continuous Univariate Distributions
[5]  
[Anonymous], 1967, Mathematical Statistics: A Decision Theoretic Approach
[6]   A bivariate analysis of the volume and duration of low-flow events [J].
Ashkar, F ;
El Jabi, N ;
Issa, M .
STOCHASTIC HYDROLOGY AND HYDRAULICS, 1998, 12 (02) :97-116
[7]   On some methods of fitting the generalized Pareto distribution [J].
Ashkar, F ;
Ouarda, TBMJ .
JOURNAL OF HYDROLOGY, 1996, 177 (1-2) :117-141
[8]  
ASHKAR F, 1980, THESIS ECOLE POLYTEC
[9]  
Chaudhuri P, 1996, J AM STAT ASSOC, V91, P862
[10]   Multivariate L-moment homogeneity test [J].
Chebana, F. ;
Ouarda, T. B. M. J. .
WATER RESOURCES RESEARCH, 2007, 43 (08)