Title of article
ADAPTIVE NEURO-FUZZY INFERENCE SYSTEM OPTIMIZATION USING PSO FOR PREDICTING SEDIMENT TRANSPORT IN SEWERS
Author/Authors
Yosefvand, F Department of Water Engineering - Kermanshah Branch - Islamic Azad University, Kermanshah , Shabanlou, S Department of Water Engineering - Kermanshah Branch - Islamic Azad University, Kermanshah , Kardar, S Department of Architecture - Science and Research Branch - Islamic Azad University, Tehran
Pages
12
From page
331
To page
342
Abstract
The flow in sewers is a complete three phase flow (air, water and sediment). The mechanism
of sediment transport in sewers is very important. In other words, the passing flow must able
to wash deposited sediments and the design should be done in an economic and optimized
way. In this study, the sediment transport process in sewers is simulated using a hybrid
model. In other words, using the Adaptive Neuro-Fuzzy Inference System (ANFIS) and the
Particle Swarm Optimization (PSO) algorithm a hybrid algorithm (ANFIS-PSO) is
developed for predicting the Froude number of three phase flows. This inference system is a
set of if-then rules which is able to approximate non-linear functions. In this model, PSO is
employed for increasing the ANFIS efficiency by adjusting membership functions as well as
minimizing error values. In fact, the PSO algorithm is considered as an evolutionary
computational method for optimizing the process continues and discontinues decision
making functions. Additionally, PSO is considered as a population-based search method
where each potential solution, known as a swarm, represents a particle of a population. In
this approach, the particle position is changed continuously in a multidimensional search
space, until reaching the optimal response and or computational limitations. At first, 127
ANFIS-PSO models are defined using parameters affecting the Froude number. Then, by
analyzing the ANFIS-PSO model results, the superior model is presented. For the superior
model, the Mean Absolute Percentage Error (MAPE), Root Mean Square Error (RMSE) and
the determination coefficient (R2) were calculated equal to 5.929, 0.324 and 0.975,
respectively.
Keywords
Sediments , Circular channel , Hybrid model , ANFIS , Particle Swarm Optimization
Journal title
Astroparticle Physics
Serial Year
2019
Record number
2491105
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