TECHNICAL PAPERS
Oct 1, 1997

Stochastic Evaluation of Rainfall-Runoff Prediction Performance

Publication: Journal of Hydrologic Engineering
Volume 2, Issue 4

Abstract

Given a set of realizations of error data (i.e., the difference between model runoff estimates and stream gauge data) from rainfall-runoff hydrologic models, it is possible to generate a set of error transfer function realizations that, when convoluted with a suitable kernel function such as the hydrologic model output, equate to the original error data. In turn, these error transfer function realizations may be used to generate synthetic error data that is convolved from a separate design storm modeled runoff and the generated error transfer function realizations. The synthetic error data set is then added to the design storm modeled runoff to produce a set of equally likely outcomes for the model prediction. The set of equally likely outcomes is statistically analyzed to provide, for instance, a confidence interval for the possible outcomes of the design storm model. A four-section algorithm is presented that performs each of these tasks.

Get full access to this article

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

References

1.
Abbott, J. (1978). “Testing of several runoff models on an urban watershed.”Tech. Paper no. 59, U.S. Army Corps of Engineers, Hydro. Engrg. Ctr., Vicksburg, Miss.
2.
Efron, B., and Tribshirani, R. J. (1993). An introduction to the bootstrap. Chapman Hall, Ltd., London.
3.
Hromadka, T. V. II, McCuen, R. H., and Yen, C. C. (1987). Computational hydrology in flood control design and planning. Lighthouse Publications.
4.
Hromadka, T. V. II, and Whitley, R. J. (1989). Stochastic equations and rainfall-runoff models. Springer-Verlag New York, Inc., New York, N.Y.
5.
Tsokos, C. P., and Padgett, W. J. (1974). Random integral equations with applications to life science and engineering. Academic Press, Inc., San Diego.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 2Issue 4October 1997
Pages: 188 - 196

History

Published online: Oct 1, 1997
Published in print: Oct 1997

Permissions

Request permissions for this article.

Authors

Affiliations

T. V. Hromadka II, Member, ASCE
Sr. Managing Engr., Failure Analysis Associates, 4590 MacArthur Blvd., Ste. 400, Newport Beach, CA 92660-2027; Prof. of Math. and Envir. Studies, Dept. of Math., California State Univ., Fullerton, CA 92634-9480.

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