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异形桥墩冲刷试验研究
引用本文:刘保军,陈明栋,杨忠超,杨胜发.异形桥墩冲刷试验研究[J].重庆交通大学学报(自然科学版),2006,25(6):31-34.
作者姓名:刘保军  陈明栋  杨忠超  杨胜发
作者单位:重庆交通大学,河海学院,重庆,400074
摘    要:由异形桥墩引起的局部冲刷,因其成因较复杂,以前研究大都采用了半理论半经验的方法.笔者通过对异形桥墩的单墩及组合试验,对其冲刷形态和冲刷坑深度进行系列研究和比较.结果发现,桥墩冲刷形态与原墩相近,且当两墩距离较近时,上游桥墩对下游桥墩的冲刷有一定的保护作用.

关 键 词:桥墩  局部冲刷  试验研究  最大冲刷深度
文章编号:1001-716X(2006)06-0031-04
修稿时间:2005年10月14

Experiment study on local score around a new special bridge pier
LIU Bao-jun,CHEN Min-dong,YANG Zhong-chao,YANG Sheng-fa.Experiment study on local score around a new special bridge pier[J].Journal of Chongqing Jiaotong University,2006,25(6):31-34.
Authors:LIU Bao-jun  CHEN Min-dong  YANG Zhong-chao  YANG Sheng-fa
Abstract:The situations of local erosion in riverbed around bridge piers have many project.Due to its complexit,studies on it have been conducted in a semi-empirical and semi-theoretical ways.Though the experimentation,we observe bridge's local score and the movement of the water.By experimentation,we find that movement of the water is similitude between new type bridge pire and single bridge prie.When the distance of two bridges is closer,the upriver bridge will protect the downriver bridge.
Keywords:bridge prie  local scour  experimental investigation  the maximum scour depth
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