Abstract
Open-channel junctions are one of the most significant and practical structures in hydraulic engineering. Due to erosion in the contraction zone and sediment deposition in the separation zone, the ability to know the flow velocity in each point’s coordinate of the junctions’ main channel is a vital topic in designing them. This study aims at modeling the flow velocity in junctions using the coordinates of each point (x*, y*, and z*) and the main channel upstream to downstream discharge ratio (q*). In the modeling procedure, four powerful and well-known simulation models, namely radial basis neural network (RBNN), gene expression programming (GEP), group method of data handling (GMDH), and nonlinear regression model are used. One of the main goals of the present study is to develop accurate, simple, and explicit equations for simulation of the junctions’ main channel velocity to use in practical situations. So that, all of the input variables are dimensionless to use in designing procedure of junctions with any scales. The results showed that using a simple and practical equation, GEP model with mean square error (MSE) value of 0.055 is more accurate in predicting longitudinal velocity in open-channel junctions than RBNN, GMDH, and the regression models with MSE values of 0.063, 0.075, and 0.103, respectively.
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Zaji, A.H., Bonakdari, H. Velocity Field Simulation of Open-Channel Junction Using Artificial Intelligence Approaches. Iran J Sci Technol Trans Civ Eng 43 (Suppl 1), 549–560 (2019). https://doi.org/10.1007/s40996-018-0185-1
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DOI: https://doi.org/10.1007/s40996-018-0185-1