Experimental Study of Local Scour around Pipeline in Oblique Flow

被引:0
作者
Liu, Bailin [1 ]
Cheng, Yongzhou [1 ,2 ]
Wang, Jing [1 ]
Liao, Min [1 ]
机构
[1] Changsha Univ Sci & Technol, Sch Hydraul Engn, Changsha 410004, Hunan, Peoples R China
[2] Key Lab Water & Sediment Sci & Water Hazard Preve, Changsha 410004, Hunan, Peoples R China
来源
PROCEEDINGS OF THE 35TH IAHR WORLD CONGRESS, VOLS III AND IV | 2013年
关键词
Submarine pipeline; Local scour; Oblique flow; Mobile bed; Clear-water scour;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The critical gap ratio of local scour around pipeline and variations of bed form in the action of oblique flow was studied by flume experiments. A tube was chosen as a simplification submarine pipeline in the experiment. A high accuracy instrument ADV was used to measure the parameters of the flow field and a topographic meter was used to measure the terrain. The incident directions of the flow were 30 degrees, 45 degrees, 60 degrees and 90 degrees, with 0 degrees representing flow parallel to the axis of the pipeline and 90 degrees representing flow perpendicular to the axis of the pipeline. The results showed that the form of sand ripples behind pipeline can be divided into transverse and longitudinal forms which were under the action of oblique flow. With the angle a between flow and pipeline was the smaller, longitudinal sand ripples become more obvious. There was only formed horizontal sand ripple while the angle alpha = 90 degrees and when a = 30 degrees, it had hardly any horizontal sand ripple. The critical gap ratio of the local scour G = e/D increased as the angle alpha (0 degrees-90 degrees) increasing. At the same velocity and gap ratio, with the angle was the greater, the local scour of the pipeline become more obvious.
引用
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页数:6
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