Start Date
6-29-2016 1:30 PM
End Date
6-29-2016 3:30 PM
Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 License.
Recommended Citation
Bonakdari, H., Ebtehaj, I. (2016). Predicting Velocity at Limit of Deposition in Storm Channels Using Two Data Mining Techniques. In B. Crookston & B. Tullis (Eds.), Hydraulic Structures and Water System Management. 6th IAHR International Symposium on Hydraulic Structures, Portland, OR, 27-30 June (pp. 72-79). doi:10.15142/T3100628160853 (ISBN 978-1-884575-75-4).
Abstract
In storm channel system design, the system should have the ability to transfer the entire input flow to the system as well as prevent sediment settling. Existing methods of determining the velocity at limit of deposition are minimum velocity or regression-based equations. Because minimum velocity methods fail to consider the effective flow and sediment transfer parameters, while regression-based equations are not flexible in terms of various hydraulic conditions and they do not perform well. Thus, using such equations leads to a lack of designs with optimum, confident coefficients. In this study, Extreme Learning Machines (ELM) are employed to predict velocity at limit of deposition. ELM is a new algorithm for single-hidden layer feed-forward neural network (SLFN) training, which overcomes problems caused by gradient algorithms, for instance low velocity in network training. In this study, dimensional analysis is applied to identify the effective parameters on estimating the velocity at limit of deposition, followed by ELM to predict the parameter values. ELM performance is compared with artificial neural networks (ANN) and regression-based equations. According to the results, using ELM increases the convergence speed to obtain optimum velocity results, and is accordingly more accurate. The results represent the superior performance of ELM compared to existing regression-based equations.
Included in
Predicting Velocity at Limit of Deposition in Storm Channels using two Data Mining Techniques
Portland, OR
In storm channel system design, the system should have the ability to transfer the entire input flow to the system as well as prevent sediment settling. Existing methods of determining the velocity at limit of deposition are minimum velocity or regression-based equations. Because minimum velocity methods fail to consider the effective flow and sediment transfer parameters, while regression-based equations are not flexible in terms of various hydraulic conditions and they do not perform well. Thus, using such equations leads to a lack of designs with optimum, confident coefficients. In this study, Extreme Learning Machines (ELM) are employed to predict velocity at limit of deposition. ELM is a new algorithm for single-hidden layer feed-forward neural network (SLFN) training, which overcomes problems caused by gradient algorithms, for instance low velocity in network training. In this study, dimensional analysis is applied to identify the effective parameters on estimating the velocity at limit of deposition, followed by ELM to predict the parameter values. ELM performance is compared with artificial neural networks (ANN) and regression-based equations. According to the results, using ELM increases the convergence speed to obtain optimum velocity results, and is accordingly more accurate. The results represent the superior performance of ELM compared to existing regression-based equations.