Collar performance in bridge pier scour with debris accumulation  

作　　者：Hossein Hamidifar Seyed Mohammad Bagher Shahabi-Haghighi Yee Meng Chiew 

机构地区：[1]Water Engineering Department,Shiraz University,Shiraz 71441,Iran [2]School of Civil and Environmental Engineering,Nanyang Technological University,Singapore 639798,Singapore

出　　处：《International Journal of Sediment Research》2022年第3期328-334,共7页国际泥沙研究（英文版）

摘　　要：The mechanism of bridge pier scour becomes more complex in the presence of debris accumulation upstream of the pier.While using countermeasures may be effective in reducing scour,their efficacy could be undermined in such a situation.The current study investigates the effectiveness of using a collar in the presence of different types of floating debris accumulation in reducing scour around a cylindrical bridge pier with non-cohesive bed sediment.The experimental results reveal that using a collar can reduce the scour depth by up to 39%when compared to that without the collar in the absence of debris accumulation under the same flow conditions.Also,the collar's efficiency is reduced by up to 25%when debris accumulation is present.However,depending on the relative size of the accumulated debris and collar,the effectiveness of collars may be increased as a pier-scour protection device.A new parameter,which is defined as the Debris Protrusion Ratio(DPR),is used to quantify the effect of debris layout size on scour depth.Moreover,a semi-empirical equation that may be used to predict the depth of the scour hole that forms around cylindrical collar-fitted piers with floating debris accumulation is proposed.The equation's performance is evaluated using the available data in the literature.Based on the analysis,the current study shows that the accuracy of the proposed equation is satisfactory in predicting the maximum scour depth.

关 键 词：Bridge pier SCOUR DEBRIS COLLAR BLOCKAGE 

分 类 号：U442.32[建筑科学—桥梁与隧道工程]