Numerical investigation of plunging density current

被引:65
作者
Bournet, PE [1 ]
Dartus, D
Tassin, B
Vinçon-Leite, B
机构
[1] Ctr Enseignement & Rech Gest Ressources Nat & Env, F-77455 Marne Vallee 2, France
[2] Inst Mecan Fluides Toulouse, F-31400 Toulouse, France
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1999年 / 125卷 / 06期
关键词
D O I
10.1061/(ASCE)0733-9429(1999)125:6(584)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
When a buoyant inflow of higher density enters a reservoir, it sinks below the ambient water and forms an underflow. Downstream of the plunge point, the flow becomes progressively diluted due to the fluid entrainment. The entrainment rate is strongly dependent on the Richardson number and reaches a constant value well downstream of the plunge point. This study is concerned with the analysis of the plunging phenomenon and the determination of the entrainment. A k-epsilon model including buoyancy effects, both in a sloping and a diverging channel, is used to reproduce the main flow characteristics. A relation between the depth at the plunge point in a channel of constant width and in a diverging channel is established, and theoretical results for the calculation of the dense layer thickness are provided. The latter indicates that the spreading rate of the dense layer in a diverging channel is a function of both the entrainment rate and the channel width. The predictions of the plunge line location are in agreement with most semiempirical equations.
引用
收藏
页码:584 / 594
页数:11
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