Technical Papers
Jun 27, 2013

Capability of Artificial Neural Network for Detecting Hysteresis Phenomenon Involved in Hydrological Processes

Publication: Journal of Hydrologic Engineering
Volume 19, Issue 5

Abstract

In this paper, artificial neural network (ANN) was applied to model and study the signature of hysteresis phenomena in hydrological processes for the Eel River watershed located in California. Because of the nonlinear and stochastic nature of hysteresis phenomena, it is reasonable to expect ANN to develop a model that efficiently considers hysteretic loops. In this study, hysteretic loops were studied from different aspects such as forms, classification, and effective factors of creation. In rainfall-runoff modeling, counterclockwise loops were mostly observed, whereas in the runoff-sediment process, clockwise loops prevailed. Random or eight-shaped loops were expected in runoff hydrographs with several peaks. A direct relationship was detected between the width of the loops and the area of the subbasin. Larger areas led to wider hysteretic loops. The results showed that ANN efficiently considers hysteresis signs when modeling hydrological processes and can lead to appropriate performance.

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Acknowledgments

This study has been financially supported by a research grant presented by Research Affairs of the University of Tabriz.

References

Agarwal, A., Mishra, S. K., Ran, S., and Singh, J. K. (2006). “Simulation of runoff and sediment yield using artificial neural networks.” Biosyst. Eng., 94(4), 597–613.
Alp, M., and Cigizoglu, H. K. (2007). “Suspended sediment load simulation by two artificial neural network methods using hydrometeorological data.” Environ. Model. Software, 22(1), 2–13.
Anmala, J., Zhang, B., and Govindaraju, R. (2000). “Comparison of ANNs and empirical approaches for predicting watershed runoff.” J. Water Res. Plann. Manage., 156–166.
ASCE Task Committee on the Application of ANNs in Hydrology. (2000). “Artificial neural networks in hydrology, II: Hydrologic applications.” J. Hydrol. Eng., 5(2)124–137.
Chau, K. W., Wu, C. L., and Li, Y. S. (2005). “Comparison of several flood forecasting models in Yangtze River.” J. Hydrol. Eng., 485–491.
Daliakopoulos, I., Coulibalya, P., and Tsani, I. K. (2005). “Groundwater level forecasting using artificial neural network.” J. Hydrol., 309(1–4), 229–240.
Eder, A., Strauss, P., Krueger, T., and Quinton, J. N. (2010). “Comparative calculation of suspended sediment loads with respect to hysteresis effects (in the Petzenkirchen catchment, Austria).” J. Hydrol., 389(1–2), 168–176.
Fernando, D. A., and Jayawardena, A. W. (1998). “Runoff forecasting using RBF networks with OLS algorithm.” J. Hydrol. Eng., 203–209.
French, M. N., Krajewski, W. F., and Cuykendall, R. R. (1992). “Rainfall forecasting in space and time using a neural network.” J. Hydrol., 137(1–4), 1–31.
Hornik, K., Stinchcombe, M., and White, H. (1989). “Multilayer feed forward networks are universal approximators.” Neural Netw., 2(5), 359–366.
Hsu, K. L., Gupta, H. V., and Sorooshian, S. (1995). “Artificial neural network modeling of the rainfall-runoff process.” Water Resour. Res., 31(10), 2517–2530.
Hudson, P. F. (2003). “Event sequence and sediment exhaustion in the lower Panuco Basin, Mexico.” Catena, 52(1), 57–76.
Iida, T., Kajihara, A., Okubo, H., and Okajima, K. (2012). “Effect of seasonal snow cover on suspended sediment runoff in a mountainous catchment.” J. Hydrol., 428–429, 116–128.
Jain, S. K. (2001). “Development of integrated sediment rating curves using ANNs.” J. Hydraul. Eng., 30–37.
Jansson, M. B. (2002). “Determining sediment source areas in a tropical river basin. Costa Rica.” Catena, 47(1), 63–84.
Legates, D. R., and McCabe, G. J. (1999). “Evaluating the use of goodness-of-fit measures in hydrologic and hydroclimatic model validation.” Water Resour. Res., 35(1), 233–241.
Lin, J. Y., Cheng, C. T., and Chau, K. W. (2006). “Using support vector machines for long-term discharge prediction.” Hydrol. Sci. J., 51(4), 599–612.
Mutlu, E., Chaubey, I., Hexmoor, H., and Bajwa, S. G. (2008). “Comparison of artificial neural network models for hydrologic predictions at multiple gauging stations in an agricultural watershed.” Hydrol. Process., 22(6), 5097–5106.
Nagy, H. M., Watanabe, K., and Hirano, M. (2002). “Prediction of load concentration in rivers using artificial neural network model.” J. Hydraul. Eng., 588–596.
Nash, J. E., and Sutcliffe, J. V. (1970). “River flow forecasting through conceptual models Part I—A discussion of principles.” J. Hydrol., 10(3), 282–290.
Nourani, V. (2009). “Using artificial neural networks(ANNs) for sediment load forecasting of Talkherood River mouth.” J. Urban. Environ. Eng., 3(1), 1–6.
Nourani, V., and Kalantari, O. (2010). “An integrated artificial neural network for spatiotemporal modeling of rainfall-runoff-sediment processes.” Environ. Eng. Sci., 27(5), 411–422.
Nourani, V., Kalantari, O., and Hosseini Baghanam, A. (2012). “Two semi-distributed ANN-based models for estimation of suspended sediment load.” J. Hydrol. Eng., 1368–1380.
Nourani, V., Kisi, O., and Komasi, M. (2011). “Two hybrid artificial intelligence approaches for modeling rainfall–runoff process.” J. Hydrol., 402(1–2), 41–59.
Nourani, V., Komasi, M., and Mano, A. (2009). “A multivariate ANN-Wavelet approach for rainfall-runoff modeling.” Water Resour. Manage., 23(14), 2877–2894.
Nourani, V., Mogaddam, A. A., and Nadiri, A. O. (2008). “An ANN based model for spatiotemporal groundwater level forecasting.” Hydrol. Process., 22(26), 5054–5066.
Olive, L. J., and Rieger, W. A. (1985). “Variation in suspended sediment concentration during storms in five small catchments in south-eastern New South Wales.” Aust. Geogr. Stud., 23(1), 38–51.
Picouet, C., Hingray, B., and Olivry, J. C. (2001). “Empirical and conceptual modeling of the suspended sediment dynamics in a large tropical African river: The Upper Niger river basin.” J. Hydrol., 250(1–4), 19–39.
Rajaee, T. (2011). “Wavelet and ANN combination model for prediction of daily suspended sediment load in rivers.” Sci. Total Environ., 409(15), 2917–2928.
Rajaee, T., Mirbagheri, S. A., Zounemat-Kermani, M., and Nourani, V. (2009). “Daily suspended sediment concentration simulation using ANN and neuro-fuzzy models.” Sci. Total Environ., 407(17), 4916–4927.
Rajaee, T., Nourani, V., Zounemat-Kermani, M., and Kisi, O. (2011). “River suspended sediment load prediction: Application of ANN and wavelet conjunction model.” J. Hydrol. Eng., 613–627.
Rodríguez-Blanco, M. L., Taboada-Castro, M. M., and Taboada-Castro, M. T. (2010). “Factors controlling hydro-sedimentary response during runoff events in a rural catchment in the humid Spanish zone.” Catena, 82(3), 206–217.
Rovira, A., and Batalla, J. R. (2006). “Temporal distribution of suspended sediment transport in a Mediterranean basin: The Lower Tordera.” Geomorphology, 79(1–2), 58–71.
Seeger, M., Errea, M. P., Begueria, S., Arenaez, J., Marti, C., and Garcia-Ruiz, J. M. (2004). “Catchment soil moisture and rainfall characteristics as determinant factors for discharge/suspended sediment hysteretic loops in a small headwater catchment in the Spanish Pyrenees.” J. Hydrol., 288(3–4), 299–311.
Smith, J., and Eli, R. B. (1995). “Neural-network models of rainfall-runoff process.” J. Water Res. Plann. Manage., 499–508.
Table Curve [Computer software]. Systat Software, San Jose, CA.
Tokar, A. S., and Johnson, P. A. (1999). “Rainfall-runoff modeling using artificial neural network.” J. Hydrol. Eng., 232–239.
USGS. (2008). “Suspended-sediment database values of suspended sediment and ancillary data.” 〈http://co.water.usgs.gov/sediment/seddatabase.cfm〉 (Mar. 16, 2010).
Williams, G. P. (1989). “Sediment concentration versus water discharge during single hydrologic events in rivers.” J. Hydrol., 111(1–4), 89–106.

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 19Issue 5May 2014
Pages: 896 - 906

History

Received: Jul 18, 2012
Accepted: Jun 25, 2013
Published online: Jun 27, 2013
Discussion open until: Nov 27, 2013
Published in print: May 1, 2014

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Authors

Affiliations

Vahid Nourani [email protected]
Associate Professor, Dept. of Water Resources Engineering, Faculty of Civil Engineering, Univ. of Tabriz, Iran (corresponding author). E-mail: [email protected]; [email protected]
Masoumeh Parhizkar [email protected]
M.Sc. Student, Dept. of Water Resources Engineering, Faculty of Civil Engineering, Univ. of Tabriz, Iran. E-mail: [email protected]
Farnaz Daneshvar Vousoughi [email protected]
Ph.D. Candidate, Dept. of Water Resources Engineering, Faculty of Civil Engineering, Univ. of Tabriz, Iran. E-mail: [email protected]
Behnaz Amini [email protected]
M.Sc. Student, Dept. of Water Resources Engineering, Faculty of Civil Engineering, Univ. of Tabriz, Iran. E-mail: [email protected]

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