TECHNICAL NOTES
Feb 14, 2003

Comparative Analysis of Event-based Rainfall-runoff Modeling Techniques—Deterministic, Statistical, and Artificial Neural Networks

This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydrologic Engineering
Volume 8, Issue 2

Abstract

Modeling of an event-based rainfall-runoff process has been of importance in hydrology. Historically, researchers have relied on conventional modeling techniques, either deterministic, which consider the physics of the underlying process, or systems theoretic/black box, which do not. This technical note investigates the suitability of some deterministic and statistical techniques along with the artificial neural networks (ANNs) technique to model an event-based rainfall-runoff process. Specifically, two unit hydrograph models, four regression models, and two ANN models were developed. Data derived from Salado Creek at Bitters Road, San Antonio were employed. It was found that the ANN models consistently outperformed conventional models, barring a few exceptions, and provided a better representation of an event-based rainfall-runoff process in general, and better prediction of peak discharge and time to peak discharge, in particular.

Get full access to this article

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

References

Bishop, C. M.(1994). “Neural networks and their applications.” Rev. Sci. Instrum., 65, 1803–1832.
Chakraborty, K., Mehrotra, K., Mohan, C. K., and Ranka, S.(1992). “Forecasting the behaviour of the multivariate time series using neural networks.” Neural Networks, 5, 961–970.
Chow, V. T., Maidment, D. R., and Mays, L. W. (1988). Applied hydrology, McGraw-Hill, New York.
Eberhart, R. C., and Dobbins, R. W. (1990). Neural network PC tools: A practical guide, Academic, San Diego.
Grayson, R. B., Moore, I. D., and McMahon, T. A.(1992). “Physically based hydrologic modeling—2. Is the concept realistic?” Water Resour. Res., 28(10), 2659–2666.
Jain, A., and Ormsbee, L. E.(2002). “Evaluation of short-term water demand forecast modeling techniques: Conventional v/s artificial intelligence.” J. Am. Water Works Assoc., 94(7), 64–72.
Jain, A., Varshney, A. K., and Joshi, U. C.(2001). “Short-term water demand forecast modeling at IIT Kanpur using artificial neural networks.” Water Resour. Manage., 15(5), 299–321.
Martinez, W. L., and Martinez, A. R. (2002). Computational statistics handbook with MATLAB, Chapman & Hall, London.
Rumelhart, D. E., Hinton, G. E., and Williams, R. J. (1986). “Chapter 8: Learning internal representations by error back propagation.” Parallel distributed processing: Explorations in the microstructure of cognition. Volume 1: Foundations, D. E. Rumelhart and J. L. McClelland, eds., MIT Press, Cambridge, Mass.
Sherman, L. K.(1932). “Streamflow from rainfall by a unit hydrograph method.” Eng. News Rec., 108, 501–505.
U.S. Geological Survey. (1978). “Hydrologic data for urban studies in San Antonio, Texas metropolitan area (1976).” Rep. No. OFR/WRD78-164, Austin, Tex.
Zhang, B., and Govindaraju, S.(2000). “Prediction of watershed runoff using Bayesian concepts and modular neural networks.” Water Resour. Res., 36(3), 753–762.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 8Issue 2March 2003
Pages: 93 - 98

History

Received: Jul 6, 2001
Accepted: Sep 30, 2002
Published online: Feb 14, 2003
Published in print: Mar 2003

Permissions

Request permissions for this article.

Authors

Affiliations

Ashu Jain
Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology—Kanpur, Kanpur 208 016, India (corresponding author).
S. K. V. Prasad Indurthy
Formerly, Graduate Student, Dept. of Civil Engineering, Indian Institute of Technology—Kanpur, Kanpur 208 016, India.

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