Comparison of annual maximum series and partial duration series methods for modeling extreme hydrologic events .1. At-site modeling

被引:278
作者
Madsen, H
Rasmussen, PF
Rosbjerg, D
机构
[1] UNIV QUEBEC,INST NATL RECH SCI EAU,ST FOY,PQ G1V 4C7,CANADA
[2] DANISH HYDRAUL INST,DK-2970 HORSHOLM,DENMARK
关键词
D O I
10.1029/96WR03848
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Two different models for analyzing extreme hydrologic events, based on, respectively, partial duration series (PDS) and annual maximum series (AMS), are compared. The PDS model assumes a generalized Pareto distribution for modeling threshold exceedances corresponding to a generalized extreme value distribution for annual maxima. The performance of the two models in terms of the uncertainty of the T-year event estimator is evaluated in the cases of estimation with, respectively, the maximum likelihood (ML) method, the method of moments (MOM), and the method of probability weighted moments (PWM). In the case of ML estimation, the PDS model provides the most efficient T-year event estimator. In the cases of MOM and PWM estimation, the PDS model is generally preferable for negative shape parameters, whereas the AMS model yields the most efficient estimator for positive shape parameters. A comparison of the considered methods reveals that in general, one should use the PDS model with MOM estimation for negative shape parameters, the PDS model with exponentially distributed exceedances if the shape parameter is close to zero, the AMS model with MOM estimation for moderately positive shape parameters, and the PDS model with ML estimation for large positive shape parameters. Since heavy-tailed distributions, corresponding to negative shape parameters, are far the most common in hydrology, the PDS model generally is to be preferred for at-site quantile estimation.
引用
收藏
页码:747 / 757
页数:11
相关论文
共 49 条
[21]   Estimation of moments and quantiles using censored data [J].
Kroll, CN ;
Stedinger, JR .
WATER RESOURCES RESEARCH, 1996, 32 (04) :1005-1012
[22]   PROBABILITY WEIGHTED MOMENTS COMPARED WITH SOME TRADITIONAL TECHNIQUES IN ESTIMATING GUMBEL PARAMETERS AND QUANTILES [J].
LANDWEHR, JM ;
MATALAS, NC ;
WALLIS, JR .
WATER RESOURCES RESEARCH, 1979, 15 (05) :1055-1064
[23]   EFFECT OF REGIONAL HETEROGENEITY ON FLOOD FREQUENCY ESTIMATION [J].
LETTENMAIER, DP ;
WALLIS, JR ;
WOOD, EF .
WATER RESOURCES RESEARCH, 1987, 23 (02) :313-323
[24]   VARIANCE OF 2-PARAMETER AND 3-PARAMETER GEV PWM QUANTILE ESTIMATORS - FORMULAS, CONFIDENCE-INTERVALS, AND A COMPARISON [J].
LU, LH ;
STEDINGER, JR .
JOURNAL OF HYDROLOGY, 1992, 138 (1-2) :247-267
[25]  
MADSEN H, 1994, NORD HYDROL, V25, P279
[26]   APPLICATION OF THE BAYESIAN-APPROACH IN REGIONAL-ANALYSIS OF EXTREME RAINFALLS [J].
MADSEN, H ;
ROSBJERG, D ;
HARREMOES, P .
STOCHASTIC HYDROLOGY AND HYDRAULICS, 1995, 9 (01) :77-88
[27]  
Miquel J., 1984, GUIDE PRATIQUE ESTIM
[28]   A REVIEW OF METHODS OF PARAMETER-ESTIMATION FOR THE EXTREME VALUE TYPE-1 DISTRIBUTION [J].
PHIEN, HN .
JOURNAL OF HYDROLOGY, 1987, 90 (3-4) :251-268
[29]  
PICKANDS J, 1975, ANN STAT, V3, P119
[30]  
PRESCOTT P, 1980, BIOMETRIKA, V67, P723