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2025, 03, v.50 45-49
串列组合桥墩的冲刷防护研究
基金项目(Foundation): 国家自然科学基金项目(52169017); 内蒙古自治区科技厅重大专项(150000243033210000057)
邮箱(Email): mouxianyou@163.com;
DOI: 10.16239/j.cnki.0468-155x.2025.03.007
摘要:

如何解决桥墩冲刷问题是贯穿桥梁整个寿命期的技术难题,为获得对桥墩冲刷的最优减冲防护效果,采用主动防护类型的防冲板进行减冲防护试验,并对其结构形状作优化设计以获得更优的抗冲刷性能。试验结果表明:双墩防护的减冲率整体高于单墩防护,表明双墩式防冲板的防护效果最理想,其中明渠水流条件下减小率较大,冰盖条件下次之;标准误差与湍流强度的关系呈线性相关,即较强的湍流强度伴随着较大的标准误差,不受其他变量的无关性影响;上游墩前位置处不受遮蔽效应的影响功率谱衰减率较大,而其余位置处则受遮蔽影响环流强烈,致使其具有强涡度和高频谱密度。

Abstract:

How to solve the scouring problem of bridge pier is a technical challenge that runs through the entire life of a bridge. In order to obtain the optimal anti-scouring protection effect on the bridge pier, active protection type of anti-scouring plates were designed and optimized structurally by a series of anti-scouring protection tests with different flow conditions. The test results show that the overall reduction rate of double-pier protection is higher than that of single-pier protection, which indicating that the former has the most ideal protective effect. With the double-pier protection, the reduction rate is greater under open channel conditions, and the next reduction rate is under ice cover conditions; the relationship between the standard error and the turbulence intensity is linearly correlated, that means the stronger turbulence intensity is accompanied by a larger standard error, which is not affected by the irrelevance of other variables. The power spectral attenuation rate is larger at the upstream pier front location, which is not subject to the masking effect, whereas the circulation at other locations is strong due to the sheltering effect, which results in a strong vorticity and a high spectral density.

参考文献

[1] 李安斌,张根广,MAN Chandara,等.输沙率公式对桥墩局部冲刷数值模拟影响研究[J].泥沙研究,2022,47(3):15-22.

[2] VALELA C,SIRIANNI D A B,NISTOR I,et al.Bridge pier scour under ice cover[J].Water,2021,13(4):536.

[3] 齐梅兰.采沙河床桥墩冲刷研究[J].水利学报,2005,36(7):835-839.

[4] 潘光辉.冰盖作用下桥墩旳局部冲刷与防护[D].青岛:中国海洋大学,2014.

[5] 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.

[6] 李春江,牟献友,王祚,等.环翼式桥墩防冲板类型优选试验研究[J].中国科技论文,2015,10(7):846-850.

[7] GAO P,MOU X,JI H.Refined simulation study on the effect of scour environments on local scour of tandem bridge piers[J].Sustainability,2023,15(9):7171.

[8] GAO P,MOU X,JI H.Simulation study on local scour characteristics of tandem bridge piers in a straight river under a changing environment[J].Sustainability,2023,15(15):11776.

[9] 陈秉如,冀鸿兰,高鹏程,等.冰盖下组合桥墩的局部冲刷及水力特性研究[J].河海大学学报(自然科学版),2024,52(2):53-60+68.

[10] 贾小波,牟献友,高鹏程,等.不同冰盖条件下导流体对桥墩局部冲刷防护作用研究[J].泥沙研究,2024,49(1):65-72+80.

[11] 王军,桑连升,宋飞虎,等.冰盖前缘冰块稳定性研究进展[J].水利学报,2023,54(11):1277-1286.

[12] 李最森,唐洪武,戴文鸿.透水四面体框架群防护特性及其与抛石防护的对比研究[J].泥沙研究,2011(6):75-80.

[13] FUHRMAN D R,BAYKAL C,MUTLU SUMER B,et al.Numerical simulation of wave-induced scour and backfilling processes beneath submarine pipelines[J].Coastal Engineering,2014,94:10-22.

[14] TAVAKOLI S,KHOJASTEH D,HAGHANI M,et al.A review on the progress and research directions of ocean engineering[J].Ocean Engineering,2023,272:113617.

[15] ETTEMA R,CONSTANTINESCU G,MELVILLE B W.Flow-field complexity and design estimation of pier-scour depth:Sixty years since Laursen and Toch[J].Journal of Hydraulic Engineering,2017,143(9):DOI:10.1061/(ASCE)HY.1943-7900.0001330.

[16] RODI W.Turbulence modeling and simulation in hydraulics:A historical review[J].Journal of Hydraulic Engineering,2017,143(5):03117001.DOI:10.1061/(ASCE)HY.1943-7900.0001288.

[17] WEI K,QIU F,QIN S.Experimental and numerical investigation into effect of skirted caisson on local scour around the large-scale bridge foundation[J].Ocean Engineering,2022,250:111052.

[18] STOESSER T.Large-eddy simulation in hydraulics:Quo Vadis?[J].Journal of Hydraulic Research,2014,52(4):441-452.

基本信息:

DOI:10.16239/j.cnki.0468-155x.2025.03.007

中图分类号:U442.32;U443.26

引用信息:

[1]高鹏程,牟献友,常蕾,等.串列组合桥墩的冲刷防护研究[J].泥沙研究,2025,50(03):45-49.DOI:10.16239/j.cnki.0468-155x.2025.03.007.

基金信息:

国家自然科学基金项目(52169017); 内蒙古自治区科技厅重大专项(150000243033210000057)

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