TECHNICAL PAPERS
Oct 1, 2001

Power Distribution for Low Streamflows

Publication: Journal of Hydrologic Engineering
Volume 6, Issue 5

Abstract

The power distribution is a special case of the Weibull distribution. It can be derived as the distribution function of the low flows of a stream, when the recession curve is assumed to be exponential, using a theoretical result for the probabilities of maximum dry period lengths. The power distribution is found to have a better fit to the minimum flows of some streams than other two-parameter distributions, such as the Weibull and lognormal. In many streams, the distribution of the smaller low flows is different from that of the remaining data. This part can be fitted by a power distribution function whose parameters are estimated by LL-moments, which are L-moments computed with greater weights for smaller observations. Plotting positions and LL-moments are derived for the power distribution and are applied to data from nine sites. Analyses of data from a number of streams in Turkey and the United Kingdom have shown that the probability plot correlation coefficient test accepts the goodness of fit at very high significance levels when parameters are estimated using LL-moments.

Get full access to this article

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

References

1.
Ambramowitz, M., and Stegun, I. A. ( 1965). Handbook of mathematical functions, Dover, New York.
2.
Bernier, J. ( 1963). “La prevision statistique des bas debits.” Proc., 13th Assemblee Generale de l'U.G.G.I., Berkeley, Calif.
3.
Cunnane, C. ( 1978). “Unbiased plotting positions-a review.” J. Hydrol., 37, 205–222.
4.
Downer, R. N., Siddiqui, M. M., and Yevjevich, V. ( 1967). “Application of runs to hydrologic droughts.” Proc., Int. Hydrology Symp., Fort Collins, Colo.
5.
Durrans, S. R. ( 1996). “Low-flow analysis with a conditional Weibull tail model.” Water Resour. Res., 32, 1749–1760.
6.
Gottschalk, L., and Perzyna, G. ( 1989). “A physically based distribution function for low flows.” Hydrological Sci. J., 34(5), 559–573.
7.
Gottschalk, L., Tallaksen, L. M., and Perzyna, G. ( 1997). “Derivation of low flow distribution functions using recession curves.” J. Hydrol., 194, 239–262.
8.
Gumbel, E. J. ( 1958). Statistics of extremes, Columbia University Press, New York.
9.
Hosking, J. R. M. ( 1990). “L-moments: analysis and estimation of distributions using linear combinations of order statistics.” J. Royal Statistic Soc., London, 52(2), 105–124.
10.
Hosking, J. R. M., and Wallis, J. R. ( 1997). Regional frequency analysis: An approach based on L-moments, Cambridge University Press, Cambridge, U.K.
11.
McMahon, T. A., and Diaz Arenas, A. ( 1982). “Methods of computation of low streamflows.” Studies and Rep. in Hydrology 36, Unesco.
12.
Nathan, R. J., and McMahon, T. A. ( 1990). “Practical aspects of low flow frequency analysis.” Water Resour. Res., 26, 2135–2141.
13.
Önöz, B., and Bayazit, M. (1999). “GEV-PWM model for distribution of minimum flows.”J. Hydro. Engrg., ASCE, 4(3), 289–292.
14.
Stedinger, J. L., Vogel, R. M., and Foufoula-Georgiou, E. ( 1993). “Chapter 18: Frequency analysis of extreme events.” Handbook of hydrology, D. R. Maidment, ed., McGraw-Hill, New York, 18.1–18.66.
15.
Şen, Z. (1980). “Statistical analysis of hydrologic critical droughts.”J. Hydr. Div., ASCE, 106(1), 99–115.
16.
Todorovic, P. ( 1970). “On some problems involving a random number of random variables.” Ann. Math. Statis., 41, 1059–1063.
17.
Vogel, R. M. ( 1986). “The probability plot correlation coefficient test for normal, lognormal, and Gumbel distributional hypotheses.” Water. Resour. Res., 22, 587–590.
18.
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(3), 338–357.
19.
Vogel, R. M., and McMartin, D. E. ( 1991). “Probability-plot goodness-of-fit and skewness estimation procedures for the Pearson type 3 distribution.” Water Resour. Res., 27, 3149–3158.
20.
Wang, Q. J. ( 1996). “Direct sample estimators of L-moments.” Water Resour. Res., 32, 3617–3619.
21.
Wang, Q. J. ( 1997). “LH moments for statistical analysis of extreme events.” Water Resour. Res., 33, 2841–2848.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 6Issue 5October 2001
Pages: 429 - 435

History

Published online: Oct 1, 2001
Published in print: Oct 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Assoc. Prof., Dept. of Civ. Engrg., Istanbul Tech. Univ., Istanbul 80626, Turkey.
Prof., Dept. of Civ. Engrg., Istanbul Tech. Univ., Istanbul 80626, Turkey.

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