Accumulation of frazil ice along a river bend

被引:30
作者
Sui, Jueyi [1 ]
Wang, Jun [2 ]
Balachandar, Ram [3 ]
Sun, Zhaochu [2 ]
Wang, Desheng [4 ]
机构
[1] Univ No British Columbia, Prince George, BC V2N 4Z9, Canada
[2] Hefei Univ Technol, Sch Civil Engn, Hefei 230009, Anhui, Peoples R China
[3] Univ Windsor, Dept Civil & Environm Engn, Windsor, ON N9B 2P4, Canada
[4] Carr Res Lab Inc, Natick, MA 01760 USA
关键词
concave zone; convex zone; Froude number; ice accumulation; ice discharge; river bend; transverse current; velocity profile; water level;
D O I
10.1139/L07-093
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper discusses the role of transverse currents on frazil ice accumulation along a river bend. To this end, field observations of a frazil ice jam along the ShiYaoBu bend reach of the Yellow River, in China, and a model study in the laboratory were carried out. Field measurements of flow velocities verified that there are two transverse circulations under an ice cover. The characteristics of frazil ice accumulation along a river bend have been discussed. The laboratory model study shows that the transverse accumulation of frazil ice depends not only on the hydraulic variables, such as Froude number, but also on the central angle of the river bend (inclined to the entrance cross section). Equations describing the transverse accumulation of frazil ice along a bend have been established. The dependency of the accumulation thickness in the longitudinal direction on the Froude number and ice discharge has been derived.
引用
收藏
页码:158 / 169
页数:12
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