Non-stationary lognormal model development and comparison with the non-stationary GEV model

被引:25
作者
Aissaoui-Fqayeh, I. [1 ]
El-Adlouni, S. [2 ]
Ouarda, T. B. M. J. [1 ]
St-Hilaire, A. [1 ]
机构
[1] Univ Quebec, INRS ETE, Chaire Hydrol Stat Hydroquebec CRSNG, Chaire Canada Estimat Variables Hydrol, Quebec City, PQ G1K 9A9, Canada
[2] INSEA, Rabat, Morocco
来源
HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES | 2009年 / 54卷 / 06期
关键词
lognormal model; maximum likelihood estimator; non-stationary model; quantiles; annual maximum precipitation; FLOOD QUANTILES; TRENDS; DISTRIBUTIONS; STATIONARITY; STATISTICS; HYDROLOGY; EXTREMES;
D O I
10.1623/hysj.54.6.1141
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Classical flood frequency analysis (FFA) requires stationarity of the observed data set. This hypothesis is not always verified for observed data. This restriction can be lifted if classical distributions used in FFA integrate non-stationarity by considering time dependent parameters. It is also possible to consider other covariates instead of the time. The conditional distribution can then be obtained with respect to given values of the covariates. In the present study the non-stationary lognormal (LN) model with linear and quadratic dependence is presented, and corresponding maximum likelihood equations are developed. These models are compared to the non-stationary generalized extreme value (GEV) models by Monte Carlo simulation. The non-stationary LN model is also applied to a case study to illustrate its potential. The case study deals with the analysis of the annual maximum precipitation at the Tehachapi Station in California, USA, with the Southern Oscillation Index (SOI) as a covariate.
引用
收藏
页码:1141 / 1156
页数:16
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