Version 1
: Received: 25 January 2020 / Approved: 26 January 2020 / Online: 26 January 2020 (07:48:52 CET)
How to cite:
Bonakdari, H.; Ebtehaj, I.; Mosavi, A.; Talesh, S.H.A.; Jamali, A.; Gharabaghi, B. Hybrid Model of Singular Value Decomposition, ANFIS and Genetic Algorithm for Prediction of Sediment Transport in Sewers. Preprints2020, 2020010312. https://doi.org/10.20944/preprints202001.0312.v1
Bonakdari, H.; Ebtehaj, I.; Mosavi, A.; Talesh, S.H.A.; Jamali, A.; Gharabaghi, B. Hybrid Model of Singular Value Decomposition, ANFIS and Genetic Algorithm for Prediction of Sediment Transport in Sewers. Preprints 2020, 2020010312. https://doi.org/10.20944/preprints202001.0312.v1
Bonakdari, H.; Ebtehaj, I.; Mosavi, A.; Talesh, S.H.A.; Jamali, A.; Gharabaghi, B. Hybrid Model of Singular Value Decomposition, ANFIS and Genetic Algorithm for Prediction of Sediment Transport in Sewers. Preprints2020, 2020010312. https://doi.org/10.20944/preprints202001.0312.v1
APA Style
Bonakdari, H., Ebtehaj, I., Mosavi, A., Talesh, S.H.A., Jamali, A., & Gharabaghi, B. (2020). Hybrid Model of Singular Value Decomposition, ANFIS and Genetic Algorithm for Prediction of Sediment Transport in Sewers. Preprints. https://doi.org/10.20944/preprints202001.0312.v1
Chicago/Turabian Style
Bonakdari, H., Ali Jamali and Bahram Gharabaghi. 2020 "Hybrid Model of Singular Value Decomposition, ANFIS and Genetic Algorithm for Prediction of Sediment Transport in Sewers" Preprints. https://doi.org/10.20944/preprints202001.0312.v1
Abstract
Densimetric Froude (Fr) is the minimum velocity required to prevent sediment deposition in pipes. Prediction of Fr is of utmost importance in numerous applications in civil engineering. In this paper through using a new hybrid method. Genetic Algorithm (GA) is used for optimum selection of membership functions of Adaptive Neuro-Fuzzy Inference System (ANFIS), and Singular Value Decomposition (SVD) method is used to compute the linear parameters of ANFIS’s results section (ANFIS-GA/SVD). Also, two different target functions are known as training error (TE) and prediction error (PE) by Pareto curve, the trade-off between these functions is selected as the optimal modeling point. First, different models will be presented using the parameters affecting Fr prediction, classifying them in different groups; then the Fr parameter will be predicted for all the different models through utilizing three different sets of data and the ANFIS-GA/SVD technique. The results of the models indicate that the best Fr prediction is obtained when independent parameters such as volumetric sediment concentration (CV), ratio of median diameter of particle size to pipe diameter (d/D), ratio of median diameter of particle size to hydraulic radius (d/R) and overall friction factor of sediment (λs) use as input variables in prediction of Fr. A sensitivity analysis is also conducted for the purpose of examining the effect of each of the dimensionless parameters on Fr prediction accuracy. Comparing the results of the suggested models with the existing regression-based equations shows that ANFIS-GA/SVD (R2=0.986, MAPE=4.397, RMSE=0.206, SI=0.053, ρ=0.026, BIAS=-0.025) is more accurate than the rest of the models.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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