scholarly journals Numerical Study on Fully-Developed Turbulent Flow in Vegetated and Non-Vegetated Zones in a Cross-Section of Open Channel

1992 ◽  
Vol 36 ◽  
pp. 265-272 ◽  
Author(s):  
Yoshihiko SHIMIZU ◽  
Tetsuro TSUJIMOTO ◽  
Hiroji NAKAGAWA
1990 ◽  
Vol 112 (2) ◽  
pp. 205-211 ◽  
Author(s):  
N. Hur ◽  
S. Thangam ◽  
C. G. Speziale

The pressure driven, fully developed turbulent flow of an incompressible viscous fluid in curved ducts of square cross-section is studied numerically by making use of a finite volume method. A nonlinear K -1 model is used to represent the turbulence. The results for both straight and curved ducts are presented. For the case of fully developed turbulent flow in straight ducts, the secondary flow is characterized by an eight-vortex structure for which the computed flowfield is shown to be in good agreement with available experimental data. The introduction of moderate curvature is shown to cause a substantial increase in the strength of the secondary flow and to change the secondary flow pattern to either a double-vortex or a four-vortex configuration.


1996 ◽  
Vol 40 ◽  
pp. 1077-1082
Author(s):  
Jian LIU ◽  
Akihiro TOMINAGA ◽  
Masashi NAGAO

1—The solution of many important problems in aeronautics and hydraulics depends largely on the behaviour of turbulent flow along curved surfaces. In flow along plane surfaces the following method has proved to be successful. The laws of turbulent velocity distribution were investigated in straight tubes and channels of constant cross-section and the results applied to the boundary layer with variable thickness. The present work has undertaken with the idea of isolating the effect of curvature on the turbulent flow as much as possible, by using a curved channel of constant curvature and cross-section. It is hoped that the results of these experiments may be applied later to the general case of curved boundary layers.


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