The potential of FFNN and MLP-FFA approaches in prediction of Manning coefficient in ripple and dune bedforms

An accurate prediction of roughness coefficient is of substantial importance for river management. The current study applies two artificial intelligence methods namely; Feed-Forward Neural Network (FFNN) and Multilayer Perceptron Firefly Algorithm (MLP-FFA) to predict the Manning roughness coefficie...

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Autores principales: Vahid Abdi, Seyed Mahdi Saghebian
Formato: article
Lenguaje:EN
Publicado: IWA Publishing 2021
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Acceso en línea:https://doaj.org/article/18c5de7e01ef4393bc3c02fa6fe3a656
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spelling oai:doaj.org-article:18c5de7e01ef4393bc3c02fa6fe3a6562021-11-23T18:57:03ZThe potential of FFNN and MLP-FFA approaches in prediction of Manning coefficient in ripple and dune bedforms1606-97491607-079810.2166/ws.2021.150https://doaj.org/article/18c5de7e01ef4393bc3c02fa6fe3a6562021-11-01T00:00:00Zhttp://ws.iwaponline.com/content/21/7/3900https://doaj.org/toc/1606-9749https://doaj.org/toc/1607-0798An accurate prediction of roughness coefficient is of substantial importance for river management. The current study applies two artificial intelligence methods namely; Feed-Forward Neural Network (FFNN) and Multilayer Perceptron Firefly Algorithm (MLP-FFA) to predict the Manning roughness coefficient in channels with dune and ripple bedforms. In this regard, based on the flow and sediment particles properties various models were developed and tested using some available experimental data sets. The obtained results showed that the applied methods had high efficiency in the Manning coefficient modeling. It was found that both flow and sediment properties were effective in modeling process. Sensitivity analysis proved that the Reynolds number plays a key role in the modeling of channel resistance with dune bedform and Froude number and the ratio of the hydraulic radius to the median grain diameter play key roles in the modeling of channel resistance with ripple bedform. Furthermore, for assessing the best-applied model dependability, uncertainty analysis was performed and obtained results showed an allowable degree of uncertainty for the MLP-FFA model in roughness coefficient modeling. HIGHLIGHTS FFNN and MLP-FFA methods were selected to identify influential parameters for prediction of roughness coefficient in alluvial channel.; Experimental datasets were used to feed the utilized models.; Uncertainty analysis was performed to evaluate the best-applied model dependability.; Results showed desirable performance of the applied models in roughness coefficient modeling.;Vahid AbdiSeyed Mahdi SaghebianIWA Publishingarticlealluvial channelbedformsflow resistanceintelligence methodsmultilayer perceptron firefly algorithmWater supply for domestic and industrial purposesTD201-500River, lake, and water-supply engineering (General)TC401-506ENWater Supply, Vol 21, Iss 7, Pp 3900-3912 (2021)
institution DOAJ
collection DOAJ
language EN
topic alluvial channel
bedforms
flow resistance
intelligence methods
multilayer perceptron firefly algorithm
Water supply for domestic and industrial purposes
TD201-500
River, lake, and water-supply engineering (General)
TC401-506
spellingShingle alluvial channel
bedforms
flow resistance
intelligence methods
multilayer perceptron firefly algorithm
Water supply for domestic and industrial purposes
TD201-500
River, lake, and water-supply engineering (General)
TC401-506
Vahid Abdi
Seyed Mahdi Saghebian
The potential of FFNN and MLP-FFA approaches in prediction of Manning coefficient in ripple and dune bedforms
description An accurate prediction of roughness coefficient is of substantial importance for river management. The current study applies two artificial intelligence methods namely; Feed-Forward Neural Network (FFNN) and Multilayer Perceptron Firefly Algorithm (MLP-FFA) to predict the Manning roughness coefficient in channels with dune and ripple bedforms. In this regard, based on the flow and sediment particles properties various models were developed and tested using some available experimental data sets. The obtained results showed that the applied methods had high efficiency in the Manning coefficient modeling. It was found that both flow and sediment properties were effective in modeling process. Sensitivity analysis proved that the Reynolds number plays a key role in the modeling of channel resistance with dune bedform and Froude number and the ratio of the hydraulic radius to the median grain diameter play key roles in the modeling of channel resistance with ripple bedform. Furthermore, for assessing the best-applied model dependability, uncertainty analysis was performed and obtained results showed an allowable degree of uncertainty for the MLP-FFA model in roughness coefficient modeling. HIGHLIGHTS FFNN and MLP-FFA methods were selected to identify influential parameters for prediction of roughness coefficient in alluvial channel.; Experimental datasets were used to feed the utilized models.; Uncertainty analysis was performed to evaluate the best-applied model dependability.; Results showed desirable performance of the applied models in roughness coefficient modeling.;
format article
author Vahid Abdi
Seyed Mahdi Saghebian
author_facet Vahid Abdi
Seyed Mahdi Saghebian
author_sort Vahid Abdi
title The potential of FFNN and MLP-FFA approaches in prediction of Manning coefficient in ripple and dune bedforms
title_short The potential of FFNN and MLP-FFA approaches in prediction of Manning coefficient in ripple and dune bedforms
title_full The potential of FFNN and MLP-FFA approaches in prediction of Manning coefficient in ripple and dune bedforms
title_fullStr The potential of FFNN and MLP-FFA approaches in prediction of Manning coefficient in ripple and dune bedforms
title_full_unstemmed The potential of FFNN and MLP-FFA approaches in prediction of Manning coefficient in ripple and dune bedforms
title_sort potential of ffnn and mlp-ffa approaches in prediction of manning coefficient in ripple and dune bedforms
publisher IWA Publishing
publishDate 2021
url https://doaj.org/article/18c5de7e01ef4393bc3c02fa6fe3a656
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