Parameter Sensitivity Analysis of Artificial Neural Network for Predicting Water Turbidity
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Parameter Sensitivity Analysis of Artificial Neural Network for Predicting Water Turbidity

Authors: Chia-Ling Chang, Chung-Sheng Liao

Abstract:

The present study focuses on the discussion over the parameter of Artificial Neural Network (ANN). Sensitivity analysis is applied to assess the effect of the parameters of ANN on the prediction of turbidity of raw water in the water treatment plant. The result shows that transfer function of hidden layer is a critical parameter of ANN. When the transfer function changes, the reliability of prediction of water turbidity is greatly different. Moreover, the estimated water turbidity is less sensitive to training times and learning velocity than the number of neurons in the hidden layer. Therefore, it is important to select an appropriate transfer function and suitable number of neurons in the hidden layer in the process of parameter training and validation.

Keywords: Artificial Neural Network (ANN), sensitivity analysis, turbidity.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1061483

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References:


[1] ASCE Task Committee on Application of The Artificial Neural Networks in Hydrology (2000a). Artificial neural networks in hydrology I: preliminary concepts. Journal of Hydrologic Engineering, 5(2), 115-123.
[2] ASCE Task Committee on Application of The Artificial Neural Networks in Hydrology (2000b). Artificial neural networks in hydrology II: hydrologic applications. Journal of Hydrologic Engineering, 5 (2), 124-137.
[3] Chang, C.L., Lo, S.L., Hu, C.Y., Wang, L.H. and Ma, C.L. (2010). Relationship between turbidity in the Linnei water treatment plant and its upstream hydrologic environment. 2009 Water Resource Management Conference, Taipei, Taiwan. (in Chinese)
[4] Rajurkar, M.P., Kothyari, U.C., Chaube, U.C. (2004). Modeling of the daily rainfall-runoff relationship with artificial neural network. Journal of Hydrology, 285, 96-113.
[5] McCulloch, W.S. and Pitts, W. (1943). A logical calculus of the ideas imminent in nervous activity. Bulletin and Mathematical Biophysics, 5, 115-133.
[6] Maier, H.R. and Dandy, G.C. (2000). Neural networks for the prediction and forecasting of water resources variables: a review of modelling issues and applications. Environmental Modelling and Software, 15, 101-124.
[7] Karul, C., Soyupak, S., Cilesiz, A.F., Akbay, N. and Germen, E. (2000). Case studies on the use of neural networks in eutrophication modeling. Ecological Modelling, 134, 145-152.
[8] Tokar, A.S. and Markus, M. (2000). Precipitation runoff modeling using artificial neural networks and conceptual models. Journal of Hydrologic Engineering, ASCE, 5(2), 156-161.
[9] Lee, T.L. and Jeng, D.S. (2002). Application of artificial neural networks in tide forecasting. Ocean Engineering, 29, 1003-1022.
[10] Rajurkar, M.P., Kothyari, U.C. and Chaube, U.C. (2002). Artificial neural network for daily rainfall-runoff modeling. Hydrological Sciences Journal, 47(6), 865-877.
[11] Philip, N.S and Joseph, K.B. (2003). A neural network tool for analyzingtrends in rainfall. Computers & Geosciences, 29, 215-223.
[12] Palani, S., Liong, S.Y., Tkalich, P. (2008). An ANN application for water quality forecasting. Marine Pollution Bulletin, 56, 1586-1597.
[13] Lee, T.L. (2009). Predictions of typhoon storm surge in Taiwan using artificial neural networks. Advances in Engineering Software, 40, 1200-1206.
[14] Caudill, M. and Butler, C. (1992). Understanding neural networks. Basic Networks, 1, MIT Press, Cambridge, MA.
[15] Schladow, S.G. and Hamilton, D.P. (1997). Prediction of water quality in lakes and reservoirs: Part ÔàíÔÇöModel calibration, sensitivity analysis and application. Ecological Modelling, 96, 111-123.
[16] Al-Abed, N.A. and Whiteley, H.R. (2002). Calibration of the hydrological simulation program fortran (HSPF) model using automatic calibration and geographical information systems. Hydrological Processes, 16, 3169-3188.
[17] Chung, E.S. and Lee, K.S. (2009). Prioritization of water management for sustainability using hydrologic simulation model and multicriteria decision making techniques. Journal of Environmental Management, 90, 1502-1511.
[18] Calver, A. (1988). Calibration, sensitivity and validation of a physically-based rainfall-runoff model. Journal of Hydrology, 103, 103-115.
[19] Walker, S. (1996). Modelling nitrate in Tile-Drained Watersheds of East-Central Illinois. Ph.D. Thesis, University of Illinois at Urbana-Champain.
[20] Jacomino, V.M.F. and Fields, D.E. (1997). A critical approach to the calibration of a watershed model. Journal of the American Water Resources Association, 33(1), 143-154.
[21] Chang, C.L, Lo, S.L. and Hu, C.Y. (2007). An analysis of required parameters in WinVAST model for runoff simulation. Advances in Asian Environmental Engineering, 6(1), 7-12.