Local Scouring around Twin Bridge Piers in Open-Channel Flows

被引:58
作者
Wang, Hao [1 ]
Tang, Hongwu [1 ]
Liu, Quanshuai [1 ]
Wang, Yao [1 ]
机构
[1] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Piers; Local scouring; Open-channel flows; Clear water; Experiment; CLEAR-WATER SCOUR; PILE GROUPS; RIPRAP FAILURE; SEDIMENT; PROTECTION; MECHANISM; CYLINDER;
D O I
10.1061/(ASCE)HY.1943-7900.0001154
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Laboratory experiments were carried out to investigate local scouring around twin cylindrical piers in open-channel flows. The experimental results of clear-water scouring around the twin piers show that the scour hole formed around the upstream pier at different pier spacing was almost the same as that around an isolated pier. However, the local scour depth around the downstream pier was less than that around the upstream pier. The local scour depth around the downstream pier with the velocity can be segregated into four regions: a no-scour region, synchronous-scouring region, transition region, and a radical-deviation region. Finally, a relationship between the deviation in the radical-deviation region and the spacing of the two piers was obtained.
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页数:8
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