仇经纬, 段庆全, 张宏, 张晨. 水流作用下悬跨管道振动的实验研究[J]. 油气储运, 2014, 33(4): 391-394. DOI: 10.6047/j.issn.1000-8241.2014.04.010
引用本文: 仇经纬, 段庆全, 张宏, 张晨. 水流作用下悬跨管道振动的实验研究[J]. 油气储运, 2014, 33(4): 391-394. DOI: 10.6047/j.issn.1000-8241.2014.04.010
QIU Jingwei, DUAN Qingquan, ZHANG Hong, ZHANG Chen. Experimental study on vibration of free spanning pipeline caused by water flow[J]. Oil & Gas Storage and Transportation, 2014, 33(4): 391-394. DOI: 10.6047/j.issn.1000-8241.2014.04.010
Citation: QIU Jingwei, DUAN Qingquan, ZHANG Hong, ZHANG Chen. Experimental study on vibration of free spanning pipeline caused by water flow[J]. Oil & Gas Storage and Transportation, 2014, 33(4): 391-394. DOI: 10.6047/j.issn.1000-8241.2014.04.010

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

  • 摘要: 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 fsfn≥(0.7)-1fsfn=5 fsfn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。

     

    Abstract: 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 ≥10 fs, 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.

     

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