Velocity profiles and turbulence intensities around side-by-side bridge piers under ice-covered flow condition

被引:26
|
作者
Namaee, Mohammad Reza [1 ]
Sui, Jueyi [1 ]
机构
[1] Univ Northern British Columbia, Environm Engn Program, 3333 Univ Way, Prince George, BC, Canada
关键词
Bridge pier; Ice cover; Local scour; Acoustic Doppler velocimetry (ADV); Horseshoe vortex; CLEAR-WATER SCOUR; LOCAL SCOUR; INCIPIENT MOTION; SEDIMENT TRANSPORT; ARMOR LAYER; GRAVEL-BED; HOLE;
D O I
10.2478/johh-2019-0029
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Recent studies have shown that the presence of ice cover leads to an intensified local scour pattern in the vicinity of bridge piers. To investigate the local scour pattern in the vicinity of bridge pier under ice-covered flow condition comparing to that under open channel flow condition, it is essential to examine flow field around bridge piers under different flow conditions. In order to do so, after creation of smooth and rough ice covers, three-dimensional time-averaged velocity components around four pairs of bridge piers were measured using an Acoustic Doppler velocimetry (ADV). The ADV measured velocity profiles describe the difference between the velocity distributions in the vicinity of bridge piers under different covered conditions. Experimental results show that the vertical velocity distribution which represents the strength of downfall velocity is the greatest under rough covered condition which leads to a greater scour depth. Besides, results show that the turbulent intensity increases with pier size regardless of flow cover, which implies that larger scour depth occurs around piers with larger diameter.
引用
收藏
页码:70 / 82
页数:13
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