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并线桥墩局部冲刷试验研究
引用本文:侯志军,侯佼建,伊晓燕.并线桥墩局部冲刷试验研究[J].泥沙研究,2021,46(1):74-80.
作者姓名:侯志军  侯佼建  伊晓燕
作者单位:黄河水利委员会黄河水利科学研究院水利部黄河泥沙重点实验室,河南郑州 450003
基金项目:中央级公益性科研院所基本科研业务费专项(HKY-JBYW-2016-30);国家自然科学基金青年科学基金项目(51809107);中央级公益性科研院所基本科研业务费专项(HKY-JBYW-2020-10)。
摘    要:针对并线桥墩在多沙河流上的局部冲刷问题,采用1:100正态模型水槽对桥梁平面正交在不同形状、上下游不同桥梁间距的桥墩布置进行了系列试验研究,对上下游桥墩在不同水流强度、不同桥梁间距条件下的局部冲刷过程进行系统观测和分析.结果表明,桥墩并线时,桥墩周围水流流态较为复杂,受上游墩阻水绕流影响,下游墩周围水流紊动强度减小,流...

关 键 词:模型试验  桥墩冲刷  正交并线  间距

Experimental study on local erosion of bridge group piers
HOU Zhi-jun,HOU-Jiao-jian,YI Xiao-yan.Experimental study on local erosion of bridge group piers[J].Journal of Sediment Research,2021,46(1):74-80.
Authors:HOU Zhi-jun  HOU-Jiao-jian  YI Xiao-yan
Institution:(Key Laboratory of Yellow River Sediment Research of MWR,Yellow River Institute of Hydraulic Research tYRCC,Zhengzhou 450003,China)
Abstract:A series of experiment were carried out on piers with different shapes and different distances orthogonal bridges by a flume with a slope of 1: 100. The local scour processes of upstream and downstream piers under different flow intensities and bridge distances are studied. Results show that the flow regime around piers is rather complicate,and the flow intensity velocity of the flow turbulence around the downstream piers decreases due to the influence by the resistance of upstream piers to water flow when the piers are aligned. When the distance between the upstream pier and downstream pier are close relatively,the local scour pit depth of the upstream and downstream piers are smaller as the corresponding individual pier. Scour depths around the downstream pier are smaller than that of the upstream pier. With the increase of flow intensity and pier diameter,the distance of downstream pier unaffected by upstream pier also increases correspondingly. When the flow velocity is 2 m/s and the pier diameter is 2 ~ 8 m,the influence distance is about 350 ~ 660 m.
Keywords:flume experiment  local scour around pier  orthogonal bridge group piers  the pile space
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