Developing an Adaptive Neuro-fuzzy Model to Predict the Maximum Daily Discharge Using 5-day Cumulative Rainfall

Document Type : Research Paper

Authors

Abstract

Rainfall is one of the factors involved in increasing soil moisture. Soil moisture, in turn, is a key parameter in the rise and fall of water in the soil which plays an important role in the rainfall-runoff process. It, therefore, requires to be carefully investigated in order to determine its effect on peak flood discharge. One method commonly used for this purpose is the CN-NRCS (curve-number method). Based on this approach, the sum of rainfalls during the 5 days preceding the flood event is taken to represent the soil moisture conditions prior to the event. Given the fact that natural phenomena are always associated with different degrees of uncertainty due to the involvement a multitude of factors, an efficient method for investigating their behavior is the Adaptive Neuro-Fuzzy Intelligent System (ANFIS). Here, we used ANFIS for determining the effect of rainfalls over the five days prior to the flood event in order to predict the maximum daily flood discharge. The model employed the two training algorithms of Back Propagation and Hybrid, which were then tested using different statistical tests and the results were analyzed for each model. The results indicate that the hybrid method outperformed the back propagation method. The best correlation coefficient of the 5-day model was 0.985 and the RMSE (Root Mean Squared Error) was 0.162 in the hybrid method.

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1- Mahdavi, M. (2006). Appleid hydrology, 4th Ed., Vol., Tehran University, Tehran. (In Persian)
2- Mahdavi, M. (2006). Appleid hydrology, 4 th Ed., Vol 1., Tehran University, Tehran. (In Persian)
3-Rezaei, A., Mahdavi, M., Louks, K., and Mahdavian, M.H. (2008). “Modeling regional peak discharge of Sefidrud sub watersheds using artificial neural networks.” J. Sciences and Techniques of Agriculture and Natural Resources, 11(1-A),1-15.
4- Ebrahimi, R., Zahraei, B., and Naseri, M. (2012). “Mid-term prediction of meteorological drought using fuzzy inference systems.” J. of Water and Wastewater, 78,112-125. (In Persian)
5. Silveria, L., Charbonnier, F., and Genta, J.L. (2000). “The antecedent soil moisture condition of the curve number procedure.” J. Hydrological Sciences, 45(1),1-10.
6. Cheng, Ch., and Chau, K. W.  (2004). “Flood control management system for reservoirs.” J. Environmental Modelling and Software, 19(12),1141-1150.
7. Corani, G., and Guariso,G. (2005). “Coupling fuzzy modelling and neural networks for river flood prediction.” <http://www.elet.polimi.it/upload/corani/neuro-fuzz,1-24.> (May 2012)
8. Barreto, N., Aurélio, A., Souza, F., and Carlos, R. (2007). “Application of fuzzy logic to the evaluation of runoff in a tropical watershed.” J. Environmental Modeling and Software, 23(2), 244-253.
9. Talei, A., and Chua, L. H.C. (2012). “Influence of lag time on event-based rainfall–runoff modeling using the data driven approach.” J. Hydrology, 438-439, 223-233.
10. Office of Research and Technical Services .(2003). Amirkabir dam watershed management plan, Ministry of Agriculture, 1-80.
11. Green Watershed Company.(2003). Combining the Sierra watershed report, Ministry of Agriculture,7-10.
12. Sahu, R.K., Mishra, S.K., and Eldho, T.I.(2013). “Mproved storm duration and antecedent moisture condition coupled SCS-CN concept-based model.” J. Hydrol. Eng., 17(11),1173-1179.
13. Geetha, K., Mishra, S., Eldho, T., Rastogi, A., and Pandey, R. (2007). “Modifications to SCS-CN method for long-term hydrologic simulation.” J. Irrig. Drain Eng., 133(5), 475-486.
14. El-Hames, A.S.(2012). “An empirical method for peak discharge prediction in ungauged arid and semi-arid region catchments based on morphological parameters and SCS curve number.” J. of Hydrology, 456-457,
94-100.
15. Caviedes-Voullième, D., García-Navarro, P., and Javier, M. (2012). “Influence of mesh structure on 2D full shallow water equations and SCS Curve Number simulation of rainfall/runoff events.” J. of Hydrology,
448-449, 39-59.
16. Sabahattin, I., Kalin, L. J., Schoonover, J.E., Srivastava, P., and Lockaby,G. (2012). “Modeling effects of changing land use/cover on daily streamflow: An artificial neural network and curve number based hybrid approach.” J. of Hydrology, (In Press).
17. Khuzestan Water and Power Agency.(2007). “Prediction of reservoir water level entrance dose rate using fuzzy systems and neural networks.” Khuzestan Water and Power Agency, 86, 64-65, (In Persian)
18. Kia, M. (2010). Fuzzy logic in matlab, Green Kian Computer , 202, 1-181.
19. Akbarzadeh, A., Nouri, R., Farrokhnia, A., Khakpour, A., and Sabahi, M.S. (2011). “Accuracy and uncertainty analysis of intelligent techniques for predicting the longitudinal dispersion coefficient in rivers.” J. of Water and Wastewater, 75, 99-107. (In Persian)
20. Bezdek, J. (1981). Pattern recognition with fuzzy objective function algorithms, Plenum Press, New York.
21. Karamouz, M., and Zahraie, B.  (2004) “Seasonal streamflow forecasting using snow budget and ENSO climate signals: Application to salt river basin in Arizona.” J. of Hydrologic Engineering, 9(6), 1312-1325.
22. Natural Resources Conservation Service. (2007). Hydrologic soil groups, National Engineering Handbook, NRCS,1-14.
23. Nourani,V., and Salehi, K. (2008). “Modeling of rainfall - runoff using adaptive fuzzy neural network and comparison with neural network and fuzzy logic.” 4th Proceeding, Civil Eng. Conference, Tehran University, Tehran, 1-8. (In Persian)