Momentum transfer for practical flow computation in compound channels

被引:131
作者
Bousmar, D [1 ]
Zech, Y [1 ]
机构
[1] Univ Catholique Louvain, Dept Civil Engn, Hydr Unit, B-1348 Louvain, Belgium
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1999年 / 125卷 / 07期
关键词
D O I
10.1061/(ASCE)0733-9429(1999)125:7(696)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new theoretical 1D model of compound channels flows-the exchange discharge model-is presented. The interactions between main channel and floodplains are taken into account as a momentum transfer proportional to the product of the velocity gradient at the interface by the mass discharge exchanged through this interface due to turbulence. Geometrical changes in cross sections are also modeled; they generate a similar momentum transfer, proportional to the actual mass transfer. Both effects are incorporated into the flow equations as an additional head loss. This make the formulation suitable for stage-discharge computation but also enables practical water-profile simulations. The model is tested successfully against available experimental data for (1) stage-discharge relations; and (2) water-profile computation applied to a field case.
引用
收藏
页码:696 / 706
页数:11
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