Evaluation of the Secondary Current Parameter and Depth-Averaged Velocity in Curved Compound Open Channels

被引:4
作者
Farshi, Fatemeh [1 ]
Kabiri-Samani, Abdorreza [1 ]
Chamani, Mohammad R. [1 ]
Atoof, Hossein [2 ]
机构
[1] Isfahan Univ Technol, Dept Civil Engn, POB 84156, Esfahan, Iran
[2] Isfahan Univ Technol, Dept Mech Engn, POB 84156, Esfahan, Iran
关键词
Compound channel; Open-channel bend; OpenFOAM; Reynolds-averaged Navier-Stokes equations; Secondary current; BOUNDARY SHEAR-STRESS; MEANDERING CHANNELS; NUMERICAL-SIMULATION; ANALYTICAL-MODEL; OVERBANK FLOWS; DISTRIBUTIONS; STRAIGHT;
D O I
10.1061/(ASCE)HY.1943-7900.0001500
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Simultaneous effects of centrifugal force, floodplain interferences, and variation of the depth-averaged velocity are combined in an analytical model to derive a relationship for estimating the secondary current parameter in bends of compound open channels. This parameter is evaluated using the experimental data. To generalize the obtained relationships, numerical modeling is performed using open-source computational fluid dynamics (CFD) software. In the present study, the Reynolds-averaged Navier-Stokes equations (RANS) are solved, and a single-phase solver is applied with an appropriate boundary condition on the free surface. The shear stress transport (SST) k- turbulent model is applied for turbulence modeling of the flow field. To obtain general correlations for the hydrodynamic characteristics of the flow, such as the velocity components, different numerical models are developed. Accordingly, all the present numerical results, as well as the available experimental data, are used to derive correlations for the secondary current parameter in curved compound open channels.
引用
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页数:12
相关论文
共 29 条
[1]  
Cfdsupport, 2017, SUPP US INST CONF OP
[2]  
Cox D., 2010, IDEALS VARIETIES ALG
[3]  
da Silveira e Lorena M. L., 1992, THESIS
[4]   The effect of geometrical parameters on the discharge capacity of meandering compound channels [J].
De Marchis, M. ;
Napoli, E. .
ADVANCES IN WATER RESOURCES, 2008, 31 (12) :1662-1673
[5]   Two-dimensional solution for straight and meandering overbank flows [J].
Ervine, DA ;
Babaeyan-Koopaei, K ;
Sellin, RHJ .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2000, 126 (09) :653-669
[6]   Shear stress in smooth rectangular open-channel flows [J].
Guo, J ;
Julien, PY .
JOURNAL OF HYDRAULIC ENGINEERING, 2005, 131 (01) :30-37
[7]  
Ikeda S., 2008, IAHR MONOGRAPHS
[8]   Three-dimensional numerical simulation of compound meandering open channel flow by the Reynolds stress model [J].
Jing, H. ;
Guo, Y. ;
Li, C. ;
Zhang, J. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2009, 59 (08) :927-943
[9]   Numerical simulation of turbulent flows in trapezoidal meandering compound open channels [J].
Jing, Hefang ;
Li, Chunguang ;
Guo, Yakun ;
Xu, Weilin .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2011, 65 (09) :1071-1083
[10]   Boundary Shear Stress in Smooth Trapezoidal Open Channel Flows [J].
Kabiri-Samani, Abdorreza ;
Farshi, Fatemeh ;
Chamani, Mohammad R. .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2013, 139 (02) :205-212