چکیده مقاله
Flow pattern in the mild meandering rivers is completely different from that of strongly curved meanders The results of this experimental study showed that in mild meander rivers, the maximum velocity is about 1 3 times the mean flow velocity The maximum dimensionless radial and vertical velocity components was found to be about 8% of the mean velocity Also, the maximum values of MKE occured at the locations of the maximum streamwise velocity whereas high values of TKE occured at the inner bank of the region downstream of the bend apex The above results can be used to find meandering patterns in river training works
کلیدواژهها
نویسندگان
حسین حمیدی فر
Water Engineering Department, Shiraz University, Shiraz, Iran
Alireza Keshavarzi
School of Civil and Environmental Engineering, University of Technology
James Ball
School of Civil and Environmental Engineering, University of Technology
شیوه ارجاع
Hamidifar, Hossein and Keshavarzi, Alireza and Ball, James,1391,Flow Pattern in a Mild Ingoing Meander River Bend,09th International River Engineering Conference,Ahvaz
ارائهشده در
مجموعه مقالات نهمین سمینار بین المللی مهندسی رودخانه3 بهمن 1391 · اهواز