Velocity profiles and incipient motion of frazil particles under ice cover  

作　　者：Jueyi SUI Jun WANG Yun HE Faye KROL 

机构地区：[1]Environmental Engineering Program, University of Northern British Columbia, 3333 [2]School of Civil Engineering, Hefei University of Technology, Anhui Province, China, 230009 [3]China Institute of Water Resources and Hydropower Research, A-1 Fuxing Road, Beijing, 100038, China

出　　处：《International Journal of Sediment Research》2010年第1期39-51,共13页国际泥沙研究（英文版）

基　　金：supported by the National Natural Science Foundation of China (Grant number:50979021)

摘　　要：A series of experiments for the incipient motion of frazil particles under ice cover have been carried out in laboratory under different flow and boundary conditions. Measurements on flow velocities across the measuring cross-section at different water depths have been conducted. Based on these experiments under both ice-covered and open flow conditions, the impacts of solid boundary （such as ice cover and flume sidewall） on the distribution of flow velocity profiles have been discussed. The criteria for the incipient motion of frazil particles under both smooth covered and rough covered conditions have been investigated. The influence of the roughness of ice cover has been assessed. The relation between shear Reynolds number and dimensionless shear stress for incipient motion of frazil particles under ice cover have been established compared with the incipient motion of sediment particles under ice covered condition. A diagram describing the relationship between critical shear Reynolds number and dimensionless shear stress for incipient motion of frazil particle under both smooth covered and rough covered conditions has been established. Additionally, it is found that the steeper the slope of ice cover is, the greater the critical shear stress for incipient motion of frazil particles becomes. However, the steeper the riverbed slope, the less the critical shear stress for incipient motion of river sediment.A series of experiments for the incipient motion of frazil particles under ice cover have been carried out in laboratory under different flow and boundary conditions. Measurements on flow velocities across the measuring cross-section at different water depths have been conducted. Based on these experiments under both ice-covered and open flow conditions, the impacts of solid boundary （such as ice cover and flume sidewall） on the distribution of flow velocity profiles have been discussed. The criteria for the incipient motion of frazil particles under both smooth covered and rough covered conditions have been investigated. The influence of the roughness of ice cover has been assessed. The relation between shear Reynolds number and dimensionless shear stress for incipient motion of frazil particles under ice cover have been established compared with the incipient motion of sediment particles under ice covered condition. A diagram describing the relationship between critical shear Reynolds number and dimensionless shear stress for incipient motion of frazil particle under both smooth covered and rough covered conditions has been established. Additionally, it is found that the steeper the slope of ice cover is, the greater the critical shear stress for incipient motion of frazil particles becomes. However, the steeper the riverbed slope, the less the critical shear stress for incipient motion of river sediment.

关 键 词：Frazil particle Ice cover Incipient motion SEDIMENT Shear Reynolds number Shields shear stress Velocity profile 

分 类 号：S665.205.9[农业科学—果树学] TV142[农业科学—园艺学]