Abstract
The problem of scour and variations of bed topography, which is influenced by different
parameters is very important in river engineering. In order to study the influence of
discharge, relative flow depth and relative channel radius on dimensions of scour hole,
experiments were conducted. The results are given in this paper.
Maosavi,,S. and Ghodsian,,M. (2010). Expermental Investigation on the Effect of Relative
Channel Radius on bed scour in a 90 degree. (e11657). Modares Civil Engineering journal, 10(2), e11657
MLA
Maosavi,S. , and Ghodsian,M. . "Expermental Investigation on the Effect of Relative
Channel Radius on bed scour in a 90 degree" .e11657 , Modares Civil Engineering journal, 10, 2, 2010, e11657.
HARVARD
Maosavi,,S.,Ghodsian,,M. (2010). 'Expermental Investigation on the Effect of Relative
Channel Radius on bed scour in a 90 degree', Modares Civil Engineering journal, 10(2), e11657.
CHICAGO
S. Maosavi, and M. Ghodsian,, "Expermental Investigation on the Effect of Relative
Channel Radius on bed scour in a 90 degree," Modares Civil Engineering journal, 10 2 (2010): e11657,
VANCOUVER
Maosavi,,S.,Ghodsian,,M. Expermental Investigation on the Effect of Relative
Channel Radius on bed scour in a 90 degree. Modares Civil Engineering journal, 2010; 10(2): e11657.
Modares Civil Engineering journal