TREATMENT OF ZEROES IN TAIL MODELING OF LOW FLOWS

被引:16
作者
Durrans, S. Rocky [1 ]
Ouarda, Taha B. M. J. [2 ]
Rasmussen, Peter F. [2 ]
Bobee, Bernard [2 ]
机构
[1] Univ Alabama, Dept Civ & Envir Engrg, Tuscaloosa, AL 35487 USA
[2] Inst Natl Rech Sci Eau, Ind Chair Stat Hydro, Ste Foy, PQ G1V 4C7, Canada
关键词
D O I
10.1061/(ASCE)1084-0699(1999)4:1(19)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The presence of zeroes in a record of low flows usually has been interpreted as being indicative of a stream that goes dry during some periods. However, in some instances, zeroes may appear in a gauging record simply because the actual discharge was below a measurement threshold. For example, in some regions it is sometimes true that the lower limit of a stream gauge is above the true stream bottom, and any (censored) discharges not registered by the gauges are recorded as zeroes. This paper presents a comparison of alternative methods for treatment of zeroes in low-flow estimation procedures when tail models are employed for modeling purposes. Simulation experiments indicate that a Weibull tail model, as fitted using a likelihood-based method for inclusion of censored data, is the best estimator of the 10-year low-flow quantile when zeroes in a data set have arisen as a consequence of censoring. When zeroes in a data set exist because the stream is an ephemeral one, a lognormal mixed tail model fitted using maximum likelihood is the best performer. When one is not sure whether zeroes in a data set are real, it is recommended that the 10-year low-flow quantile be estimated by treating the zeroes as censored values and performing the estimation using the Weibull tail model fitted using maximum likelihood.
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收藏
页码:19 / 27
页数:9
相关论文
共 29 条
[1]  
Aitchison J., 1957, The lognormal distribution with special reference to its uses in economics
[2]  
[Anonymous], 1979, The Advanced Theory of Statistics
[3]   On some methods of fitting the generalized Pareto distribution [J].
Ashkar, F ;
Ouarda, TBMJ .
JOURNAL OF HYDROLOGY, 1996, 177 (1-2) :117-141
[4]  
Durrans SR, 1996, WATER RESOUR BULL, V32, P23
[5]   Low-flow analysis with a conditional Weibull tail model [J].
Durrans, SR .
WATER RESOURCES RESEARCH, 1996, 32 (06) :1749-1760
[6]  
DURRANS SR, 1996, P 16 ANN AGU HYDR DA, P135
[7]  
DURRANS SR, 1988, P EPA STORMW WAT QUA, P92
[8]  
ERATAKULAN SJ, 1970, J IRRIGATION DRAINAG, V96, P461
[9]   ESTIMATION OF DISTRIBUTIONAL PARAMETERS FOR CENSORED TRACE LEVEL WATER-QUALITY DATA .1. ESTIMATION TECHNIQUES [J].
GILLIOM, RJ ;
HELSEL, DR .
WATER RESOURCES RESEARCH, 1986, 22 (02) :135-146
[10]  
Haan C.T., 1977, STAT METHODS HYDROLO