Forecasting shear stress parameters in rectangular channels using new soft computing methods.


Journal

PloS one
ISSN: 1932-6203
Titre abrégé: PLoS One
Pays: United States
ID NLM: 101285081

Informations de publication

Date de publication:
2020
Historique:
received: 03 10 2019
accepted: 12 02 2020
entrez: 10 4 2020
pubmed: 10 4 2020
medline: 2 7 2020
Statut: epublish

Résumé

Shear stress comprises basic information for predicting the average depth velocity and discharge in channels. With knowledge of the percentage of shear force carried by walls (%SFw) it is possible to more accurately estimate shear stress values. The %SFw, non-dimension wall shear stress ([Formula: see text]) and non-dimension bed shear stress ([Formula: see text]) in smooth rectangular channels were predicted by a three methods, the Bayesian Regularized Neural Network (BRNN), the Radial Basis Function (RBF), and the Modified Structure-Radial Basis Function (MS-RBF). For this aim, eight data series of research experimental results in smooth rectangular channels were used. The results of the new method of MS-RBF were compared with those of a simple RBF and BRNN methods and the best model was selected for modeling each predicted parameters. The MS-RBF model with RMSE of 3.073, 0.0366 and 0.0354 for %SFw, [Formula: see text] and [Formula: see text] respectively, demonstrated better performance than those of the RBF and BRNN models. The results of MS-RBF model were compared with three other proposed equations by researchers for trapezoidal channels and rectangular ducts. The results showed that the MS-RBF model performance in estimating %SFw, [Formula: see text] and [Formula: see text] is superior than those of presented equations by researchers.

Identifiants

pubmed: 32271780
doi: 10.1371/journal.pone.0229731
pii: PONE-D-19-27664
pmc: PMC7145149
doi:

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

e0229731

Déclaration de conflit d'intérêts

The authors have declared that no competing interests exist.

Références

Science. 1990 Feb 23;247(4945):978-82
pubmed: 17776454
Sci Total Environ. 2020 May 1;715:136836
pubmed: 32007881

Auteurs

Zohreh Sheikh Khozani (Z)

Institute of Structural Mechanics, Bauhaus Universität Weimar, Weimar, Germany.
Department of Civil Engineering, Faculty of Engineering & Built Environment, Universiti Kebangsaan Malaysia, Bangi, Selangor, Malaysia.

Saeid Sheikhi (S)

Department of Computer, Gorgan Branch, Islamic Azad University, Gorgan, Iran.

Wan Hanna Melini Wan Mohtar (WHMW)

Department of Civil Engineering, Faculty of Engineering & Built Environment, Universiti Kebangsaan Malaysia, Bangi, Selangor, Malaysia.

Amir Mosavi (A)

School of the Built Environment, Oxford Brookes University, Oxford, United Kingdom.
Department of Mathematics and Informatics, J. Selye University, Komarno, Slovakia.

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Classifications MeSH