CLOSED-FORM SOLUTION FOR FLOW FIELD IN CURVED CHANNELS IN COMPARISON WITH EXPERIMENTAL AND NUMERICAL ANALYSES AND ARTIFICIAL NEURAL NETWORK

被引:32
作者
Baghalian, Sara [1 ,2 ]
Bonakdari, Hossein [1 ,2 ,3 ]
Nazari, Foad [3 ]
Fazli, Majid [4 ]
机构
[1] Razi Univ, Dept Civil Engn, Kermanshah, Iran
[2] Razi Univ, Water & Wastewater Res Ctr, Kermanshah, Iran
[3] Islamic Azad Univ, Hamedan Branch, Young Researchers Club, Hamadan, Iran
[4] Bu Ali Sina Univ, Dept Civil Engn, Hamadan, Iran
关键词
curved channel; artificial neural network; analytical solution; ANSYS-CFX; velocity components; SEDIMENT TRANSPORT; SUSPENDED SEDIMENT; SECONDARY FLOW; MODEL; PREDICTION;
D O I
10.1080/19942060.2012.11015439
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this study the velocity field in a 90 degrees bend channel was investigated by using artificial intelligence, analytical, experimental, and numerical methods on the basis of an extensive review of literature. First, a neural network approach was proposed for predicting the velocity components. Then a closed-form solution for a flow field of a curved channel was imparted. After that ANSYS-CFX software was used for 3D simulation of the flow field in the considered bend in 3 phases (air+water+sediment). Finally, the results of all applied methods were compared with each other. Results showed that in general, all used models are in good agreement with experimental results and have some advantages and disadvantages. But in most cases, Artificial Neural Network (ANN) model and numerical method had better performance than analytical solution.
引用
收藏
页码:514 / 526
页数:13
相关论文
共 45 条
[1]   Experimental and numerical simulation of flow in a 90° bend [J].
Abhari, M. Naji ;
Ghodsian, M. ;
Vaghefi, M. ;
Panahpur, N. .
FLOW MEASUREMENT AND INSTRUMENTATION, 2010, 21 (03) :292-298
[2]  
[Anonymous], 1988, Parallel distributed processing
[3]   Transverse Dispersion Caused by Secondary Flow in Curved Channels [J].
Baek, Kyong Oh ;
Seo, Il Won .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2011, 137 (10) :1126-1134
[4]   Investigation of flow resistance in smooth open channels using artificial neural networks [J].
Bilgil, A. ;
Altun, H. .
FLOW MEASUREMENT AND INSTRUMENTATION, 2008, 19 (06) :404-408
[5]   Mean flow and turbulence in open-channel bend [J].
Blanckaert, K ;
Graf, WH .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2001, 127 (10) :835-847
[6]  
Blanckaert K, 1999, P 1 RCEM S GEN IT, P533
[7]   NUMERICAL ANALYSIS AND PREDICTION OF THE VELOCITY FIELD IN CURVED OPEN CHANNEL USING ARTIFICIAL NEURAL NETWORK AND GENETIC ALGORITHM [J].
Bonakdari, H. ;
Baghalian, S. ;
Nazari, F. ;
Fazli, M. .
ENGINEERING APPLICATIONS OF COMPUTATIONAL FLUID MECHANICS, 2011, 5 (03) :384-396
[8]  
Bonakdari H., 2007, P 6 INT C SUST TECHN, P1401
[9]   Numerical modelling of non-equilibrium graded sediment transport in a curved open channel [J].
Bui, Minh Duc ;
Rutschmann, Peter .
COMPUTERS & GEOSCIENCES, 2010, 36 (06) :792-800
[10]  
Chang H.H., 1988, Fluvial Processes in River Engineering