Boundary shear stress analysis in smooth rectangular channels

被引：22
|
作者：
Seckin, G [1 ]
Seckin, N [1 ]
Yurtal, R [1 ]
机构：
[1] Cukurova Univ, Dept Civil Engn, TR-01330 Adana, Turkey
来源：
CANADIAN JOURNAL OF CIVIL ENGINEERING | 2006年 / 33卷 / 03期
关键词：
boundary shear; shear force; open channel flow;
D O I：
10.1139/L05-110
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This study reports on experiments concerning the boundary shear stress and boundary shear force distributions in a smooth rectangular flume. Nonlinear regression-based equations are derived, from experimental analysis to give the percentage of the total shear force carried by the walls and mean wall and bed shear stresses around the-wetted perimeter as functions of the ratio of channel width to channel depth.
引用
收藏
页码：336 / 342
页数：7
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