TECHNICAL PAPERS
Jul 1, 2007

Trivariate Flood Frequency Analysis Using the Gumbel–Hougaard Copula

Publication: Journal of Hydrologic Engineering
Volume 12, Issue 4

Abstract

Using the Gumbel–Hougaard copula, trivariate distributions of flood peak, volume, and duration were derived, and then conditional return periods were obtained. The derived distributions were tested using flood data from the Amite River Basin in Louisiana. A major advantage of the copula method is that marginal distributions of individual variables can be of any form and the variables can be correlated.

Get full access to this article

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

References

Akaike, H. (1974). “A new look at the statistical model identification.” IEEE Trans. Autom. Control, AC-19(6), 716–722.
Ashkar, F., and Rousselle, J. (1982). “A multivariate statistical analysis of flood magnitude, duration, and volume.” Statistical analysis of rainfall and runoff, V. P. Singh, ed., Water Resource Publication, Fort Collins, Colo., 659–669.
De Michele, C., Salvadori, G., Canossi, M., Petaccia, A., and Rosso, R. (2005). “Bivariate statistical approach to check adequacy of dam spillway.” J. Hydrol. Eng., 10(1), 50–57.
Favre, A.-C., Adlouni, S. E., Perreault, L., Thiéonge, N., and Bobée, B. (2004). “Multivariate hydrological frequency analysis using copulas.” Water Resour. Res., 40, W01101.
Genest, C., and MacKay, L. (1986). “The joy of copulas: Bivariate distributions with uniform marginals.” Am. Stat., 40, 280–283.
Genest, C., and Rivest, L. (1983). “Statistical inference procedures for bivariate Archimedean copulas.” J. Am. Stat. Assoc., 88, 1034–1043.
Genest, C., and Rivest, L. (1995). “A semiparametric estimation procedure of dependence parameters in multivariate families of distributions.” Biometrika, 82(3), 543–552.
Goel, N. K., Seth, S. M., and Chandra, S. (1998). “Multivariate modeling of flood flows.” J. Hydraul. Eng., 124(2), 146–155.
Griamaldi, S., Serinaldi, F., Napolitano, F., and Ubertini, L. (2005). “A 3-copula function application for design hyetograph analysis.” IAHS Publication, 293, 1–9.
Gringorten, I. I. (1963). “A plotting rule of extreme probability paper.” J. Geophys. Res., 68(3), 813–814.
Nelsen, R. B. (1999). An introduction to copulas, Springer, New York.
Salvatori, G., and De Michele, C. (2004). “Frequency analysis via copulas: Theoretical aspects and applications to hydrological events.” Water Resour. Res., 40(12), W12511.
Sklar, A. (1959). “Fonctions de repartition á n dimensions et leurs marges.” Publ. Inst. Stat. Univ. Paris, 8, 229–231.
Yevjevich, V. (1972). Probability and statistics in hydrology, Water Resources Publications, Fort Collins, Colo.
Yue, S. (2001a). “A bivariate extreme value distribution applied to flood frequency analysis.” Nord. Hydrol., 32(1), 49–64.
Yue, S. (2001b). “The bivariate lognormal distribution to model a multivariate flood episode.” Hydrolog. Process., 14, 2575–2588.
Yue, S., Ouarda, T. B. M. J., Bobée, B., Legendre, P., and Bruneau, P. (1999). “The Gumbel mixed model for flood frequency analysis.” J. Hydrol., 226, 88–100.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 12Issue 4July 2007
Pages: 431 - 439

History

Received: Aug 29, 2006
Accepted: Aug 29, 2006
Published online: Jul 1, 2007
Published in print: Jul 2007

Permissions

Request permissions for this article.

Authors

Affiliations

L. Zhang
Research Associate, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803-6405.
Vijay P. Singh, F.ASCE
Caroline and William N. Lehrer Distinguished Chair in Water Engineering, Dept. of Biological and Agricultural Engineering, Texas A&M Univ., College Station, TX 77843-2117.

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