Friction slope in depth-averaged flow

被引:11
作者
Molls, T [1 ]
Zhao, G
Molls, F
机构
[1] So Illinois Univ, Dept Civil Engn, Carbondale, IL 62901 USA
[2] NASA, Lewis Res Ctr, Cleveland, OH 44135 USA
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1998年 / 124卷 / 01期
关键词
D O I
10.1061/(ASCE)0733-9429(1998)124:1(81)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Due to the manner in which the friction slope S-f is calculated, many two-dimensional (2D) depth-averaged models include only bottom friction. Specifically, 2D depth-averaged models that assume vertical channel sidewalls and utilize free-slip boundary conditions do not account for the friction due to the channel sidewalls. The principal intent of this paper is to inform modelers of this largely neglected issue, establish the validity of the aforementioned statement, and introduce a strategy for alleviating the problem. First, the relevant equations are presented. Based on these equations, the problem is clearly explained and interpreted. Further illustration is provided by analyzing a backwater profile in a straight rectangular channel. The one-dimensional (1D) and 2D computed results are compared with Lansford and Mitchell's experimental data. The 2D numerical solution does not coincide with the experimental data unless the 2D friction slope equation is modified to account for sidewall friction.
引用
收藏
页码:81 / 85
页数:5
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