CONTROLLING MECHANISM OF LOCAL SCOURING

被引:270
作者
DARGAHI, B
机构
[1] The Royal Inst, of Tech, Stockholm
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1990年 / 116卷 / 10期
关键词
D O I
10.1061/(ASCE)0733-9429(1990)116:10(1197)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Experimental study of clear water scouring around a circular cylinder shows that the scour mechanism is coupled to the three-dimensional separation of the upstream boundary layer and the periodic vortex shedding in the wake of the cylinder. The first scour appears in the wake of the cylinder. The main scouring agent in the upstream region is a system of horseshoe vortices. The vortices have a periodical character that causes a triple-scour profile to develop in the upstream region. During scouring, the number and periods of horseshoe vortex shedding undergo no appreciable change. Despite the clear water stage, the transport phenomenon is periodical. Transport of sediment takes place through turbulent scales of comparable size to macro-length scales. The size of the horseshoe vortices are representative for the macroscale. Wake scouring is caused by the primary wake vortices and the accelerated side flow. The process is characterized by a strong periodical transport and the formation of ripples. The periodicity is controlled by the shedding frequency of the wake vortices. Collars attached to the cylinder cannot prevent the formation of the vortices. © ASCE.
引用
收藏
页码:1197 / 1214
页数:18
相关论文
共 14 条
[1]  
Batchelor G.K., 1967, INTRO FLUID DYNAMICS, P255
[2]  
Chabert J., 1956, ETUDE AFFOUILLEMENTS
[3]   THE TURBULENT-FLOW FIELD AROUND A CIRCULAR-CYLINDER [J].
DARGAHI, B .
EXPERIMENTS IN FLUIDS, 1989, 8 (1-2) :1-12
[4]  
DARGAHI B, 1987, B R I TECH HYDR LAB, V137
[5]  
DARGAHI B, 1982, B R I TECH HYDR LAB, V114
[6]  
ETTEMA R, 1980, 216 U AUCKL REPT
[8]  
HAWTHORNE WR, 1954, J AERONAUT SCI, P588
[9]  
MELVILLE BW, 1975, 117 U AUCKL REP
[10]  
Raudkivi A.J., 1976, LOOSE BOUNDARY HYDRA