TECHNICAL PAPERS
Dec 1, 2006

ANN and Fuzzy Logic Models for Simulating Event-Based Rainfall-Runoff

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydraulic Engineering
Volume 132, Issue 12

Abstract

This study presents the development of artificial neural network (ANN) and fuzzy logic (FL) models for predicting event-based rainfall runoff and tests these models against the kinematic wave approximation (KWA). A three-layer feed-forward ANN was developed using the sigmoid function and the backpropagation algorithm. The FL model was developed employing the triangular fuzzy membership functions for the input and output variables. The fuzzy rules were inferred from the measured data. The measured event based rainfall-runoff peak discharge data from laboratory flume and experimental plots were satisfactorily predicted by the ANN, FL, and KWA models. Similarly, all the three models satisfactorily simulated event-based rainfall-runoff hydrographs from experimental plots with comparable error measures. ANN and FL models also satisfactorily simulated a measured hydrograph from a small watershed 8.44km2 in area. The results provide insights into the adequacy of ANN and FL methods as well as their competitiveness against the KWA for simulating event-based rainfall-runoff processes.

Get full access to this article

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

References

Anctil, F., and Rat, A. (2005). “Evaluation of neural network streamflow forecasting on 47 watersheds.” J. Hydrol. Eng., 10(1), 85–88.
ASCE Task Committee. (2000a). “Artificial neural networks in hydrology. I: Preliminary concepts.” J. Hydrol. Eng., 5(2), 115–123.
ASCE Task Committee. (2000b). “Artificial neural networks in hydrology. II: Hydrologic applications.” J. Hydrol. Eng., 5(2), 124–137.
Barfield, B. J., Barnhisel, R. I., Powell, J. L., Hirschi, M. C., and Moore, I. D. (1983). “Erodibilities and eroded size distribution of western Kentucky mine spoil and reconstructed topsoil.” Institute for Mining and Minerals Research Final Rep., Univ. of Kentucky, Lexigton, Ky.
Chang, L. C., Chang, F. J., and Tsai, Y. H. (2005). “Fuzzy exemplar-based inference system for flood forecasting.” Water Resour. Res., 41.
Dawson, W. C., and Wilby, R. (1998). “An artificial neural network approach to rainfall-runoff modeling.” Hydrol. Sci. J., 43(1), 47–66.
Govindaraju, R. S., Kavvas, M. L., and Tayfur, G. (1992). “A simplified model for two dimensional overland flows.” Adv. Water Resour., 15, 133–141.
Hong, Y. S., Rosen, M. R., and Reeves, R. R. (2002). “Dynamic fuzzy modeling of storm water infiltration in urban fractured aquifers.” J. Hydrol. Eng., 7(5), 380–391.
Jantzen, J. (1999). “Design of fuzzy controllers.” Technical Rep. No. 98-E864, Dept. of Automation, Technical Univ. of Denmark, Denmark.
Kilinc, M., and Richardson, E. V. (1973). “Mechanics of soil erosion from overland flow generated by simulated rainfall.” Hydrology papers, Colorado State Univ., Fort Collins, Colo., Paper 63.
Maskey, S., Guinot, V., and Price, R. K. (2004). “Treatment of precipitation uncertainty in rainfall-runoff modeling: A fuzzy set approach.” Adv. Water Resour., 27(9), 889–898.
McNeill, F. M., and Thro, E. (1994). Fuzzy logic: A practical approach, Hyperion, New York.
Olsson, J., et al. (2004). “Neural networks for rainfall forecasting by atmospheric downscaling.” J. Hydrol. Eng., 9,1 1–12.
Ozelkan, E. C., and Duckstein, L. (2001). “Fuzzy conceptual rainfall-runoff models.” J. Hydrol., 253(1–4), 41–68.
Rajurkar, M. P., Kothyari, U. C., and Chaube, U. C. (2002). “Artificial neural networks for daily rainfall-runoff modeling.” Hydrol. Sci. J., 47(6), 865–877.
Ramírez, M. C. V., Velho, H. F. C., and Ferreira, N. J. (2005). “Artificial neural network technique for rainfall forecasting applied to the São Paulo region.” J. Hydrol., 301(1–4), 146–162.
See, L., and Openshaw, S. (2000). “A hybrid multi-model approach to river level forecasting.” Hydrol. Sci. J., 45(4), 523–536.
Sen, Z. (1998). “Fuzzy algorithm for estimation of solar irradiation from sunshine duration.” Sol. Eng., 63(1), 39–49.
Sen, Z. (1999). “Fuzzy modelling in engineering.” Class notes, Civil Engineering Faculty, Istanbul Technical Univ., Istanbul, Turkey (in Turkish).
Somez, I. (1998). “Meteorological applications of artificial neural networks.” MSc thesis, Dept. of Meteorological Engineering, Istanbul Technical Univ., Istanbul, Turkey (in Turkish).
Tayfur, G. (2002a). “Applicability of sediment transport capacity models for non-steady state erosion from steep slopes.” J. Hydrol. Eng., 7(3), 252–259.
Tayfur, G. (2002b). “Artificial neural networks for sheet sediment transport.” Hydrol. Sci. J., 47(6), 879–892.
Tayfur, G., Kavvas, M. L., Govindaraju, G. S., and Storm, D. E. (1993). “Applicability of St. Venant equations for two-dimensional overland flows over rough infiltrating surfaces.” J. Hydraul. Eng., 119(1), 51–63.
Tayfur, G., Ozdemir, S., and Singh, V. P. (2003). “Fuzzy logic algorithm for runoff-induced sediment transport from bare soil surfaces.” Adv. Water Resour., 26, 1249–1256.
Tayfur, G., and Singh, V. P. (2005). “Predicting longitudinal dispersion coefficient in natural streams by artificial neural network.” J. Hydraul. Eng., 131(11), 991–1000.
Tayfur, G., Swiatek, D., Wita, A., and Singh, V. P. (2005). “Case study: Finite element method and artificial neural network models for flow through Jeziorsko earthfill dam in Poland.” J. Hydraul. Eng., 131(6), 431–440.
Tilmant, A., Vanclooster, M., Duckstein, L., and Persoons, E. (2002). “Comparison of fuzzy and nonfuzzy optimal reservoir operating policies.” J. Water Resour. Plann. Manage., 128(6), 390–398.
Tokar, A. S., and Johnson, P. A. (1999). “Rainfall-runoff modeling using artificial neural networks.” J. Hydrol. Eng., 4(3), 232–239.
Tokar, S. A., and Markus, M. (2000). “Precipitation-runoff modeling using artificial neural networks and conceptual models.” J. Hydrol. Eng., 5(2), 156–161.
Woolhiser, D. A. (1974). “Unsteady free-surface flow problems.” Proc., Inst. on Unsteady Flow in Open Channels, Colorado State Univ., Fort Collins, Colo., 195–213.
Wu, J. S., Han, J., Annambhotla, S., and Bryant, S. (2005). “Artificial neural networks for forecasting watershed runoff and stream flows.” J. Hydrol. Eng., 10(3), 216–222.
Yu., P.-S., and Yang, T.-C. (2000). “Fuzzy multi-objective function for rainfall-runoff model calibration.” J. Hydrol., 238(1–2), 1–14.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 132Issue 12December 2006
Pages: 1321 - 1330

History

Received: Oct 19, 2004
Accepted: Feb 7, 2006
Published online: Dec 1, 2006
Published in print: Dec 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Gokmen Tayfur [email protected]
Professor, Dept. of Civil Engineering, Izmir Institute of Technology, Gulbahcekoyu, Urla, Izmir 35340, Turkey. E-mail: [email protected]
Vijay P. Singh, F.ASCE [email protected]
Carolyn and William N. Lehrer Distinguished Chair in Water Engineering, Dept. of Biological and Agricultural Engineering, Texas A&M Univ., Scoates Hall, 2117 TAMU, College Station, TX 77843-2117. E-mail: [email protected]

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