Potential of radial basis function network with particle swarm optimization for prediction of sediment transport at the limit of deposition in a clean pipe

The essential minimum velocity required to prevent sediment deposition was predicted in this study using soft computing. The Radial Basis Function (RBF) network was utilized, and particle swarm optimization (PSO) was used to determine the radial basis function (RBF) parameters. The factors that influence sediment transport to the limit of deposition are determined first, and they are classified in different dimensionless groups. Then, different models are presented in order to consider the effect of each of the dimensionless parameters. The densimetric Froude number (Fr) was predicted through using RBFN-PSO. The results of RBFN-PSO also were compared with the results of RBFN-BP, indicating that RBFN-PSO is more accurate than RBFN-BP and predicts Fr with an acceptable level of accuracy (RMSE = 0.037, MARE = 0.092). Also, a sensitivity analysis is employed to assign the most significant variable for the Fr prediction.

[1]  Mohammad Najafzadeh,et al.  Evaluation of neuro-fuzzy GMDH-based particle swarm optimization to predict longitudinal dispersion coefficient in rivers , 2016, Environmental Earth Sciences.

[2]  Mohammad Najafzadeh,et al.  Application of a Neuro-Fuzzy GMDH Model for Predicting the Velocity at Limit of Deposition in Storm Sewers , 2017 .

[3]  Mohammad Najafzadeh,et al.  Prediction of maximum scour depth around piers with debris accumulation using EPR, MT, and GEP models , 2016 .

[4]  Russell C. Eberhart,et al.  Parameter Selection in Particle Swarm Optimization , 1998, Evolutionary Programming.

[5]  Sultan Noman Qasem,et al.  Author's Personal Copy Applied Soft Computing Radial Basis Function Network Based on Time Variant Multi-objective Particle Swarm Optimization for Medical Diseases Diagnosis , 2022 .

[6]  Jose J. Ota,et al.  Urban Storm Sewer Design: Approach in Consideration of Sediments , 2003 .

[7]  Mohammad Najafzadeh,et al.  Neuro-Fuzzy GMDH Approach to Predict Longitudinal Dispersion in Water Networks , 2015, Water Resources Management.

[8]  J J Ota,et al.  Particle velocity and sediment transport at the limit of deposition in sewers. , 2013, Water science and technology : a journal of the International Association on Water Pollution Research.

[9]  A. Zahiri,et al.  Neuro-Fuzzy GMDH-Based Evolutionary Algorithms to Predict Flow Discharge in Straight Compound Channels , 2015 .

[10]  Mohammad Najafzadeh,et al.  Evaluation of GMDH networks for prediction of local scour depth at bridge abutments in coarse sediments with thinly armored beds , 2015 .

[11]  Christian W. Dawson,et al.  An artificial neural network approach to rainfall-runoff modelling , 1998 .

[12]  Hossein Bonakdari,et al.  Study of sediment transport using soft computing technique , 2014 .

[13]  Hossein Bonakdari,et al.  Design criteria for sediment transport in sewers based on self-cleansing concept , 2014 .

[14]  P. Novak,et al.  Sediment transport in rigid bed conveyances , 1991 .

[15]  Hossein Bonakdari,et al.  Performance Evaluation of Adaptive Neural Fuzzy Inference System for Sediment Transport in Sewers , 2014, Water Resources Management.

[16]  Amir Hossein Zaji,et al.  Performance evaluation of two different neural network and particle swarm optimization methods for prediction of discharge capacity of modified triangular side weirs , 2014 .

[17]  Hossein Bonakdari,et al.  Comparison of genetic algorithm and imperialist competitive algorithms in predicting bed load transport in clean pipe. , 2014, Water science and technology : a journal of the International Association on Water Pollution Research.

[18]  Xxyyzz Design and Construction of Sanitary and Storm Sewers , 1960 .

[19]  Amir Hossein Zaji,et al.  Application of artificial neural network and genetic programming models for estimating the longitudinal velocity field in open channel junctions , 2015 .

[20]  D. Legates,et al.  Evaluating the use of “goodness‐of‐fit” Measures in hydrologic and hydroclimatic model validation , 1999 .

[21]  James Kennedy,et al.  Particle swarm optimization , 1995, Proceedings of ICNN'95 - International Conference on Neural Networks.

[22]  Mohammad Najafzadeh,et al.  Application of model tree and Evolutionary Polynomial Regression for evaluation of sediment transport in pipes , 2017 .

[23]  Mohamad Sakizadeh,et al.  Geological impacts on groundwater pollution: a case study in Khuzestan Province , 2015, Environmental Earth Sciences.

[24]  Siti Zaiton Mohd Hashim,et al.  Memetic multiobjective particle swarm optimization-based radial basis function network for classification problems , 2013, Inf. Sci..

[25]  Hossein Bonakdari,et al.  Verification of equation for non-deposition sediment transport in flood water canals , 2014 .

[26]  Robert Banasiak Hydraulic performance of sewer pipes with deposited sediments. , 2008, Water science and technology : a journal of the International Association on Water Pollution Research.

[27]  Hossein Bonakdari,et al.  Evaluation of Sediment Transport in Sewer using Artificial Neural Network , 2013 .

[28]  Mohammad Najafzadeh,et al.  Neuro-fuzzy GMDH based particle swarm optimization for prediction of scour depth at downstream of grade control structures , 2015 .

[29]  Hikmet Kerem Cigizoglu,et al.  Estimation, forecasting and extrapolation of river flows by artificial neural networks , 2003 .

[30]  Mukand S. Babel,et al.  Non-deposition design criteria for sewers with part-full flow , 2010 .

[31]  Aboul Ella Hassanien,et al.  Hybrid Learning Enhancement of RBF Network with Particle Swarm Optimization , 2009, Foundations of Computational Intelligence.

[32]  Aminuddin Ab. Ghani Sediment transport in sewers , 1993 .

[33]  Richard May,et al.  Development of design methodology for self-cleansing sewers , 1996 .

[34]  Mohammad Najafzadeh,et al.  Wellhead Choke Performance in Oil Well Pipeline Systems Based on Genetic Programming , 2014 .

[35]  Richard May,et al.  Self-Cleansing Sewer Design Based on Sediment Transport Principles , 2003 .