Critical velocities for local scour around twin piers in tandem

被引:11
作者
Liu, Quan-shuai [1 ]
Tang, Hong-wu [1 ]
Wang, Hao [1 ]
Xiao, Jian-feng [1 ,2 ]
机构
[1] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China
[2] Minist Water Resource, Huaihe River Commiss, Bengbu 233001, Peoples R China
关键词
Local scour; clear-water scour; twin piers; critical velocity; experiment; CLEAR-WATER SCOUR; BRIDGE PIERS;
D O I
10.1007/s42241-018-0122-6
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Experiments of the local scour around twin piers are carried out under steady clear-water conditions, including 95 tests to observe the influence of the pier spacing and the flow velocity on the local scour characteristics of the twin piers. It is shown that the start of the transition region is synchronous with the sediment transport from the upstream scour hole to the downstream one. The equations for the critical velocities are derived to quantify the velocity range of each of four different scour regions. Finally, a prediction formula of the downstream pier scour depth in the radical-deviation region is established.
引用
收藏
页码:1165 / 1173
页数:9
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