水锤力作用下的深井排水管路疲劳寿命研究

    Research on Fatigue Life of Deep Well Drainage Pipelines Under the Action of Water Hammer

    • 摘要: 以800 m深井立式抢险排水系统为例,分析了深井排水系统管路正常运行时的所受载荷,并运用HARMMER水锤瞬态分析软件分析了系统管路在不同水锤防护方法下所受的动载荷;运用ANSYS有限元分析件,对排水管路进行静载分析及安全性评价,并分别对系统最上端和最下端管路在停泵水锤力作用下的疲劳寿命进行分析,估算出最上端和最下端管路可承受停泵水锤的次数;最后由分析结果得出最下端管路的疲劳寿命为最上端管路的12.9倍,提出了排水管路编号管理办法及上下排水管路交替的使用方法,有效地提高了排水管路的使用安全性。

       

      Abstract: Taking the 800 m deep vertical drainage system as an example, we analyzed the load of deep drainage pipeline during normal operation, and used HARMMER transient analysis software to analyze dynamic load of system pipeline under different water hammer protection methods. Based on this, we used ANSYS finite element analysis software to analyze and evaluate the static load and safety of drainage pipeline, and analyzed the fatigue life of the top and bottom pipeline system under the action of pump-stopping water hammer, and finally estimated the number of pump- stopping water hammer that top and bottom pipeline can bear. The conclusion is that the fatigue life of the bottom pipeline is 12.9 times as much as the top of the line. We propose the methods of numbering management of drainage pipelines and alternate use of up and down drainage pipelines to effectively improve the safety of drainage pipelines.

       

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