TECHNICAL PAPERS
Jan 1, 1999

Treatment of Zeroes in Tail Modeling of Low Flows

Publication: Journal of Hydrologic Engineering
Volume 4, Issue 1

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.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Aitchison, J., and Brown, J. A. C. ( 1957). The lognormal distribution, with special reference to its uses in economics, Cambridge University Press, New York.
2.
Ashkar, F., and Ouarda, T. B. M. J. ( 1996). “On some methods of fitting the generalized Pareto distribution.” J. Hydro., 177, 117–141.
3.
Durrans, S. R. ( 1988). “Frequency analysis of trace level water quality data with a time varying censoring level.” Proc., EPA Stormwater and Water Quality Model User Group Meeting, EPA Rep. No. 600/9-89/001, Environmental Protection Agency, Washington, D.C., 92–101.
4.
Durrans, S. R. ( 1996A). “Low-flow analysis with a conditional Weibull tail model.” Water Resour. Res., 32, 1749–1760.
5.
Durrans, S. R. ( 1996b). “Low-flow estimation with tail models.” Proc., 16th Annu. AGU Hydrol. Days Conf., Hydrology Days Publications, Atherton, Calif., 135–146.
6.
Durrans, S. R., and Tomiċ, S. ( 1996). “Regionalization of low-flow frequency estimates: an Alabama case study.” Water Resour. Bull., 32, 23–37.
7.
Eratakulan, S. J. (1970). “Probability distribution of annual droughts.”J. Irrig. and Drain. Div., ASCE, 96, 461–474.
8.
Gilliom, R. J., and Helsel, D. R. ( 1986). “Estimation of distributional parameters for censored trace level water quality data. I: Estimation techniques.” Water Resour. Res., 22, 135–146.
9.
Haan, C. T. ( 1977). Statistical methods in hydrology . Iowa State University Press, Ames, Iowa.
10.
Hashimoto, L. K., and Trussell, R. R. ( 1983). “Evaluating water quality data near the detection limit.” Proc., Am. Water Works Assoc. Advanced Technol. Conf., American Water Works Association, Denver, 1021–1028.
11.
Helsel, D. R., and Cohn, T. A. ( 1988). “Estimation of descriptive statistics for multiply censored water quality data.” Water Resour. Res., 24, 1997–2004.
12.
Helsel, D. R., and Gilliom, R. J. ( 1986). “Estimation of distributional parameters for censored trace level water quality data. II: Verification and applications.” Water Resour. Res., 22, 147–155.
13.
Interagency Advisory Committee on Water Data. ( 1982). “Guidelines for determining flood flow frequency.” Bulletin No. 17B, Hydrology Committee, Washington, D.C.
14.
Joseph, E. S. ( 1970). “Frequency of design drought.” Water Resour. Res., 6, 1199–1201.
15.
Kendall, Sir M., and Stuart, A. ( 1979). The advanced theory of statistics, Vol. 2, 4th Ed., Oxford University Press, New York.
16.
Kroll, C. N., and Stedinger, J. R. ( 1996). “Estimation of moments and quantiles using censored data.” Water Resour. Res., 32, 1005–1012.
17.
Leese, M. N. ( 1973). “Use of censored data in the estimation of Gumbel distribution parameters for annual maximum flood series.” Water Resour. Res., 9, 1534–1542.
18.
Loaiciga, H. A., and Mariño, M. A. (1988). “Fitting minima of flows via maximum likelihood.”J. Water Resour. Plng. and Mgmt., ASCE, 114, 78–90.
19.
Loaiciga, H. A., Michaelsen, J., and Hudak, P. F. ( 1992). “Truncated distributions in hydrologic analysis.” Water Resour. Bull., 28, 853–863.
20.
Matalas, N. C. ( 1963). “Probability distribution of low flows.” U.S. Geological Survey Prof. Paper No. 434-A, U.S. Geological Survey, Washington, D.C.
21.
Miller, R. G. ( 1981). Survival analysis. John Wiley & Sons, New York.
22.
Nathan, R. J., and McMahon, T. A. ( 1990). “Practical aspects of low-flow frequency analysis.” Water Resour. Res., 26, 2135–2141.
23.
Newman, M. C., Dixon, P. M., Looney, B. B., and Pinder, J. E. ( 1989). “Estimating mean for variance for environmental samples with below detection limit observations.” Water Resour. Bull., 25, 905–916.
24.
O'Conner, D. J. ( 1964). “Comparison of probability distributions in the analysis of drought flows.” Water and Sewage Works, 111, 180.
25.
Riggs, H. C. ( 1972). Low-flow investigations, Book 4, Ch. B1, U.S. Geological Survey, Techniques of Water Resources Investigations, Washington, D.C.
26.
Stedinger, J. R., and Cohn, T. A. ( 1986). “Flood frequency analysis with historical and paleoflood information.” Water Resour. Res., 22, 785–793.
27.
Tomic, S. ( 1994). “Regional low-flow frequency analysis for Alabama rivers,” MS thesis, Department of Civil and Environmental Engineering, The University of Alabama, Tuscaloosa, Ala.
28.
Vogel, R. M., and Kroll, C. N. (1989). “Low-flow frequency analysis using probability-plot correlation coefficients.”J. Water Resour. Plng. and Mgmt., ASCE, 115, 338–357.
29.
Wang, Q. J. ( 1990). “Estimation of the GEV distribution from censored samples by method of partial probability weighted moments.” J. Hydro., 120, 103–114.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 4Issue 1January 1999
Pages: 19 - 27

History

Received: Sep 27, 1996
Published online: Jan 1, 1999
Published in print: Jan 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Dept. of Civ. and Envir. Engrg., Univ. of Alabama, Tuscaloosa, AL 35487-0205.
Industrial Chair in Statistical Hydro., Institut National de la Recherche Scientifique—Eau, Sainte-Foy, Québec, Canada G1V 4C7.
Industrial Chair in Statistical Hydro., Institut National de la Recherche Scientifique—Eau, Sainte-Foy, Québec, Canada G1V 4C7.
Industrial Chair in Statistical Hydro., Institut National de la Recherche Scientifique—Eau, Sainte-Foy, Québec, Canada G1V 4C7.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share