Comparison of Multilayer Perceptron and radial Basis Function networks as tools for flood forecasting

This paper presents a comparison between two Artificial Neural Network (ANN) approaches, namely, Multilayer Perceptron (MLP) and Radial Basis Function (RBF) networks, in flood forecasting. The basic difference between the two methods is that the parameters of the former network are nonlinear and those of the latter are linear. The optimum model parameters are therefore guaranteed in the latter, whereas it is not so in the more popularly adopted former approach. The two methods are applied to predict water levels at stations in an experimental drainage basin and in a major river in China during storm periods. The RBF network based models give predictions comparable in accuracy to those from the MLP based models. It is also observed that the RBF approach requires less time for model development since no repetition is required to reach the optimum model parameters.

[1]  H. Engel The flood events of 1993/1994 and 1995 in the Rhine River basin , 1997 .

[2]  Jason Smith,et al.  Neural-Network Models of Rainfall-Runoff Process , 1995 .

[3]  Paolo Frasconi,et al.  Learning without local minima in radial basis function networks , 1995, IEEE Trans. Neural Networks.

[4]  H. Raman,et al.  Multivariate modelling of water resources time series using artificial neural networks , 1995 .

[5]  Isamu Isobe,et al.  The Development of a Forecasting System of The Water Levels of Rivers by Neural Networks , 1994 .

[6]  William H. Allen,et al.  The Great Flood of 1993Animals and plants of the floodplain thrive, while river researchers have a field day , 1993 .

[7]  Philip D. Wasserman,et al.  Advanced methods in neural computing , 1993, VNR computer library.

[8]  Q. J. Wang The Genetic Algorithm and Its Application to Calibrating Conceptual Rainfall-Runoff Models , 1991 .

[9]  Jooyoung Park,et al.  Universal Approximation Using Radial-Basis-Function Networks , 1991, Neural Computation.

[10]  Shang-Liang Chen,et al.  Orthogonal least squares learning algorithm for radial basis function networks , 1991, IEEE Trans. Neural Networks.

[11]  R. Schuster,et al.  Documented historical landslide dams from around the world , 1991 .

[12]  John Moody,et al.  Fast Learning in Networks of Locally-Tuned Processing Units , 1989, Neural Computation.

[13]  Vijay P. Singh,et al.  Breach erosion of earthfill dams (BEED) model , 1988 .

[14]  John E. Costa,et al.  The formation and failure of natural dams , 1988 .

[15]  David C. Froehlich,et al.  EMBANKMENT-DAM BREACH PARAMETERS. , 1987 .

[16]  F. Henderson Open channel flow , 1966 .

[17]  G. R. Hext,et al.  Sequential Application of Simplex Designs in Optimisation and Evolutionary Operation , 1962 .

[18]  F. Lea,et al.  International Commission on Large Dams , 1936, Nature.