Local scour at abutment under vertical and side suction seepage

IF 1.7 3区 工程技术 Q3 ENGINEERING, CIVIL
Panchali Chakraborty, A. K. Barbhuiya
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引用次数: 0

Abstract

The present laboratory study is done to understand the effect of suction seepage flow on the scour geometry around an abutment placed on non-cohesive bed materials. The experimental data revealed that suction seepage through the channel side and bed affects the scour depth and deposition height. Under the present experimental conditions, it is found that the maximum reduction of scour depth under vertical suction, side suction and combined suction are 37%, 19% and 21% respectively. The results further demonstrate that the reduction of scour depth at the upstream outer nose of the abutment is more under vertical suction, whereas under side suction, the main influence area is closer to the side wall. However, under combined suction seepage, it is found that the reduction of scour depth is in between vertical suction seepage and side suction seepage. Another important finding is that scour reduction increases with increase in seepage rate.
垂直和侧吸渗流作用下桥台局部冲刷
本实验室研究旨在了解吸力渗流对非粘性河床材料上桥台周围冲刷几何形状的影响。试验数据表明,通过渠道侧面和河床的吸力渗流影响冲刷深度和沉积高度。在目前的试验条件下,垂直吸力、侧向吸力和组合吸力下的冲刷深度最大减小分别为37%、19%和21%。结果进一步表明,在垂直吸力下,桥台上游外鼻的冲刷深度减小幅度更大,而在侧吸力下,主要影响区域更靠近侧墙。研究发现,在复合吸力渗流条件下,冲刷深度的减小介于垂直吸力渗流和侧吸力渗流之间。另一个重要发现是,冲刷减少量随着渗流速率的增加而增加。
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来源期刊
Journal of Hydraulic Research
Journal of Hydraulic Research 工程技术-工程:土木
CiteScore
4.90
自引率
4.30%
发文量
55
审稿时长
6.6 months
期刊介绍: The Journal of Hydraulic Research (JHR) is the flagship journal of the International Association for Hydro-Environment Engineering and Research (IAHR). It publishes research papers in theoretical, experimental and computational hydraulics and fluid mechanics, particularly relating to rivers, lakes, estuaries, coasts, constructed waterways, and some internal flows such as pipe flows. To reflect current tendencies in water research, outcomes of interdisciplinary hydro-environment studies with a strong fluid mechanical component are especially invited. Although the preference is given to the fundamental issues, the papers focusing on important unconventional or emerging applications of broad interest are also welcome.
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