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水流作用下悬跨管道振动的实验研究
Experimental study on vibration of free spanning pipeline caused by water flow
free spanning pipeline
; vortex-induced vibration; spanning length; similarity analysis; experimental verification为了比较得到水下管道安全悬跨长度的判别条件并验证其合理性。使用弹性力-重力相似理论设计模型实验,管道两端均采用固定约束,管道与水流之间的角度分别为90°、75°、60°、45°和30°,悬跨管长分别为1.00 m、0.81 m、0.73 m、0.70 m。通过实验比较fn≥10 fs、fn≥(0.7)-1fs、fn=5 fs(fn为悬跨管道固有频率;fs为水流激振频率)3种条件对悬跨管道振动的判别情况。研究表明,根据fn=5 fs,即约化速度Vr=1的条件,计算得到的临界长度较安全、合理,并由fn=5 fs条件给出了不同管径、壁厚和流速条件下管道临界长度的规律图,研究结果可为水下悬跨管道的安全评价提供借鉴。
In order to identify and justify the conditions for discriminating safe spanning length of an underwater pipeline, a model experiment is designed according to the elastic force-gravity similarity theory.The pipeline is fixed at both ends, having an angle with water flow of 90°,75°,60°,45°and 30°respectively and freely spanning for 1.00 m,0.81 m,0.73 m and 0.70 m respectively.During the experiment,the free spanning pipeline is discriminated for vibration under 3 conditions, i.e.,fn ≥10fs,fn ≥(0.7)-1fs and fn=5 fs (fn is the natural frequency of free spanning pipeline,fs is the vibration frequency of water flow).The results show a safe and reasonable critical length at fn=5 fs (i.e.,the reduced velocity Vr =1).The critical lengths are plotted under the condition of fn=5 fs,depending on diameter,wall thickness and flow rate.This study can provide references for safety assessment of free spanning pipeline underwater.(3 Figures,2 Tables,13 References)
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收稿日期:2013-4-22;改回日期:2013-11-5。
作者简介:仇经纬,在读博士生,1989年生,2011年毕业于中国石油大学(北京)油气储运工程专业,现主要从事油气管道结构安全性分析的研究工作。Tel:18810908801,Email:paul-qiu@163.com