Developing an expert system for predicting alluvial channel geometry using ANN

  • Authors:
  • Hossien Riahi-Madvar;Seyed Ali Ayyoubzadeh;Mina Gholizadeh Atani

  • Affiliations:
  • Water Structures Engineering Department, Tarbiat Modares University, P.O. Box 14115-336, Tehran, Iran and College of Agriculture, Vali-e-Asr University, Rafsanjan, P.O. Box 815, Iran;Water Structures Engineering Department, Tarbiat Modares University, P.O. Box 14115-336, Tehran, Iran;Department of Water Engineering, International University of Qazvin, P.O. Box 17115-334, Qazvin, Iran

  • Venue:
  • Expert Systems with Applications: An International Journal
  • Year:
  • 2011

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Abstract

Cross section geometry of stable alluvial channels usually is estimated by simple inaccurate empirical equations, because of the complexity of the phenomena and unknown physical processes of regime channels. So, the main purpose of this study is to evaluate the potential of simulating regime channel treatments using artificial neural networks (ANNs). The process of training and testing of this new model is done using a set of available published filed data (371 data numbers). Several statistical and graphical criterions are used to check the accuracy of the model in comparison with previous empirical equations. The multilayer perceptron (MLP) artificial neural network was used to construct the simulation model based on the training data using back-propagation algorithm. The results show a considerably better performance of the ANN model over the available empirical or rational equations. The constructed ANN models can almost perfectly simulate the width, depth and slope of alluvial regime channels, which clearly describes the dominant geometrical parameters of alluvial rivers. The results demonstrate that the ANN can precisely simulate the regime channel geometry, while the empirical, regression or rational equations can't do this. The presented methodology in this paper is a new approach in establishing alluvial regime channel relations and predicting cross section geometry of alluvial rivers also it can be used to design stable irrigation and water conveyance channels.