Mathematics | |
Prediction of Hydraulic Jumps on a Triangular Bed Roughness Using Numerical Modeling and Soft Computing Methods | |
Alban Kuriqi1  Mohammad Ahmadi2  Mehdi Dasineh3  Amir Ghaderi4  Mohammad Bagherzadeh5  | |
[1] CERIS, Instituto Superior Técnico, Universidade de Lisboa, 1049-001 Lisbon, Portugal;Department of Civil Engineering, Faculty of Engineering, Shabestar Branch, Islamic Azad University, Shabestar 1584743311, Iran;Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh 8311155181, Iran;Department of Civil Engineering, Faculty of Engineering, University of Zanjan, Zanjan 537138791, Iran;Department of Civil Engineering, Faculty of Engineering, Urmia University, Urmia 5756151818, Iran; | |
关键词: artificial intelligence; energy dissipation; FLOW-3D; hydraulic jumps; bed roughness; sensitivity analysis; | |
DOI : 10.3390/math9233135 | |
来源: DOAJ |
【 摘 要 】
This study investigates the characteristics of free and submerged hydraulic jumps on the triangular bed roughness in various T/I ratios (i.e., height and distance of roughness) using CFD modeling techniques. The accuracy of numerical modeling outcomes was checked and compared using artificial intelligence methods, namely Support Vector Machines (SVM), Gene Expression Programming (GEP), and Random Forest (RF). The results of the FLOW-3D® model and experimental data showed that the overall mean value of relative error is 4.1%, which confirms the numerical model’s ability to predict the characteristics of the free and submerged jumps. The SVM model with a minimum of Root Mean Square Error (RMSE) and a maximum of correlation coefficient (R2), compared with GEP and RF models in the training and testing phases for predicting the sequent depth ratio (y2/y1), submerged depth ratio (y3/y1), tailwater depth ratio (y4/y1), length ratio of jumps (
【 授权许可】
Unknown