contributor author | S. Rocky Durrans | |
contributor author | Taha B. M. J. Ouarda | |
contributor author | Peter F. Rasmussen | |
contributor author | Bernard Bobée | |
date accessioned | 2017-05-08T21:23:12Z | |
date available | 2017-05-08T21:23:12Z | |
date copyright | January 1999 | |
date issued | 1999 | |
identifier other | %28asce%291084-0699%281999%294%3A1%2819%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/49434 | |
description abstract | 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. | |
publisher | American Society of Civil Engineers | |
title | Treatment of Zeroes in Tail Modeling of Low Flows | |
type | Journal Paper | |
journal volume | 4 | |
journal issue | 1 | |
journal title | Journal of Hydrologic Engineering | |
identifier doi | 10.1061/(ASCE)1084-0699(1999)4:1(19) | |
tree | Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 001 | |
contenttype | Fulltext | |