The fall velocity of sediment particles is one of the important parameters in the phenomenon of sediment transport, river bed and bank morphology, reservoir sedimentation and designing settling basins of water transport networks. To estimate the sediment fall velocity, many relationships in the literature have been used by scientists and engineers but they have limitations. In this research, using an Artificial Neural Network, a model to estimate the sediment fall velocity is introduced. The model is designed and validated using 115 series of data presented in different researches covering an extensive range of sediment and fluid characteristics. The multi layer perception network with quick back propagation learning scheme is used to estimate the nonlinear mapping between input data, i.e. independent variables, and the output of the network, i.e. dependent variable. This nonlinear mapping is used to estimate the fall velocity. To evaluate prediction accuracy of the model, predictions of the designed network are compared with 14 experimental data set and analytical models of previous researches. Comparisons were made using different error measures and it is found that the prediction accuracy of the artificial network model is better than existing models.
Sadat-Helbar, S., Amiri-Tokaldany, E., & Darzi, F. (2008). Estimating the Fall Velocity of Sediment Particles Using Artificial Neural Network. Journal of Hydraulics, 3(2), 59-65. doi: 10.30482/jhyd.2008.85467
MLA
S.M. Sadat-Helbar; E. Amiri-Tokaldany; F. Darzi. "Estimating the Fall Velocity of Sediment Particles Using Artificial Neural Network". Journal of Hydraulics, 3, 2, 2008, 59-65. doi: 10.30482/jhyd.2008.85467
HARVARD
Sadat-Helbar, S., Amiri-Tokaldany, E., Darzi, F. (2008). 'Estimating the Fall Velocity of Sediment Particles Using Artificial Neural Network', Journal of Hydraulics, 3(2), pp. 59-65. doi: 10.30482/jhyd.2008.85467
VANCOUVER
Sadat-Helbar, S., Amiri-Tokaldany, E., Darzi, F. Estimating the Fall Velocity of Sediment Particles Using Artificial Neural Network. Journal of Hydraulics, 2008; 3(2): 59-65. doi: 10.30482/jhyd.2008.85467