Effect of Meander on Bridge Pier Scour  

作　　者：M.Athar M.K.Sabiree H.Athar 

机构地区：[1]Civil Engineering Department,A.M.U.,Aligarh,U.P.,India [2]U.P.Irrigation,Department,U.P.,India [3]C.B.R.I.,Roorkee,Uttarakhand,India

出　　处：《Hydro Science & Marine Engineering》2021年第2期20-31,共12页水利科学与海洋工程（英文）

摘　　要：have been done in the past by many researchers.Many factors which affect scour around piers such as shape of piers,size,positioning and orientation etc.have been studied in detail by them.However,similar studies in meandering channels are scanty.Very few researchers have studied the effect of angular displacement which has considerable effects of scour around bridge piers.In this paper an attempt has been made to carry out a detailed study of angular displacement on scour.A constant diameter bridge pier of circular shape has been tested in a meandering channel bend with bend angle as 800.The test bed was prepared by using uniform sand having d50 as 0.27 mm and run was taken for a discharge of 2.5 l/s.

关 键 词：Meandering channel Angular displacement Scour and deposition Bridge piers Inner bank and outer bank 

分 类 号：TV1[水利工程]