| 534 | 22 | 263 |
| 下载次数 | 被引频次 | 阅读次数 |
【目的】针对多个平面闸门在启闭过程中受水流脉动压力影响可能引起振动而易发生破坏的问题,【方法】以秦淮新河水利枢纽中某节制闸为例,研究了势流体流固耦合理论,使用ANSYS Workbench软件对多个闸门并行时紧急排水工况进行了三维仿真模拟,获得了该工况不同开度下流场压力、速度,闸门变形、应力等分布情况;对该闸门进行有水、无水工况模态分析;系统研究了闸门在0.2~0.7范围内6个开度下发生流激振动的状态。【结果】结果显示:随闸门开度增大,闸门变形、等效应力减小,流场内最值压力减小、速度减小。受脉动压力作用Y、Z向变形大于X向变形。比较数值结果发现开度较小时开度轻微变化会极大影响应力、变形等参数的变化,如开度从0.2增大至0.3时,闸门最大变形减少49.3%,最大等效应力减小59.7%,流场最值压力分别减少55.2%、54.6%。【结论】建议该闸门应尽量避免长期处在小开度下运行。湿模态情况下固有频率更低,整体发生振动的阶数更多。边缘位置的闸门变形、应力分布异常,使其更易损伤。
Abstract:[Purpose]In order to solve the problem that multiple plane gate may be easily destroyed due to vibration caused by the influence of water pulsating pressure during opening and closing process, [Methods]taking a control gate in Qinhuai New River Conservancy Project as an example, the fluid-solid coupling theory of potential fluid is studied. Three-dimensional simulation of emergency drainage conditions of several gates in parallel is carried out by using ANSYS Workbench software, and the flow field pressure, velocity, gate deformation, stress and other distribution conditions in different opening degrees were obtained. Modal analysis is carried out for the gate under both water and anhydrous conditions. The flow-induced vibration of the gate at 6 openings from 0.2 to 0.7 is systematically studied.[Results]The results show that with the gate opening increasing, the deformation and equivalent stress of the gate decrease, and the maximum pressure and velocity decrease in the flow field. Deformation in Y and Z direction is larger than that in X direction under pulsating pressure. The comparison results show that: slight opening changing will greatly affect the changes of stress and deformation parameters when opening is small. For example, when opening is increased from 0.2 to 0.3, the maximum deformation of gate decreases by 49.3%, the maximum equivalent stress decreases by 59.7%, and the maximum pressure of flow field decreases by 55.2% and 54.6% respectively.[Conclusion]It is suggested that the gate should avoid running in small opening degree for a long time. In wet mode, the natural frequency is lower and the vibration order of the whole body is more. Abnormal deformation and stress distribution of the gate at the edge make it more vulnerable to damage.
[1] 刘权,张燎军,关超年.高水头平面闸门流激振动的数值模拟[J].水电能源科学,2014,32(1):176-179.LIU Quan,ZHANG liaojun,GUAN chaonian.Numerical simulation of flow induced vibration of high head plane gate[J].Hydropower energy Science,2014,32(1):176-179.
[2] 常富,纪伟.平面钢闸门流固耦合分析与优化设计[J].水利与建筑工程学报,2018,16(2):184-188.CHANG Fu,JI Wei.Fluid structure coupling analysis and optimization design of plane steel gate[J].Journal of water conservancy and building engineering,2018,16(2):184-188.
[3] 彭思贤,赵兰浩,毛佳.大宽高比弧形钢闸门流激振动数值分析[J].水利水电科技进展,2022,42(3):90-96.PENG Sixian,ZHAO Lanhao,MAO Jia.Numerical analysis of flow induced vibration of radial steel gate with large aspect ratio[J].Progress in Water Resources and Hydropower Science and technology,2022,42(3):90-96.
[4] 胡木生,杨志泽,张兵.蜀河水电站弧形闸门原型观测试验研究[J].水力发电学报,2016,35(2):90-100.HU Musheng,YAN Zhihao,ZHANG Bing.Study on prototype experiment of radial gates at Shuhe hydropower station[J].Journal of Hydroelectric Engineering,2016,35(2):90-100.
[5] 蒋寅军,宋一乐,王朝晖.乌江思林水电站溢流坝弧形工作闸门流激振动试验[J].武汉大学学报(工学版),2010,43(4):467-471.JIANG Yinjun,SONG Yile,WANG Chaohui.Experiment of fluid-induced vibration at spillway radial gate of Silin Hydropower Station at Wujiang River[J].Engineering Journal of Wuhan University,2010,43(4):467-471.
[6] LIU Peng,XU Guobin,YANG Jiaojiao.Opening and closing force of radial gate influenced by flow-induced vibration[J].Journal of Yangtze River Scientific Research Institute,2021(38):53-58.
[7] KIM N G,CHO Y,LEE K B.Flow-induced vibration and flow characteristics prediction for a sliding roller gate by two-dimensional unsteady CFD simulation[J].Journal of Mechanical Science and Technology,2017,8:DOI 10.1007/s12206-017-0616-0.
[8] WANG Yanzhao,XU Guobin,LIU Fang.Holding force and vertical vibration of emergency gate in the closing process:Physical and numerical modelling[J].Applied Sciences,2021,11(18):8440.
[9] WANG Xin,LUO Shaoze.Flow-induced vibration study of tunnel spillway working gate on one reservoir[J].Applied Mechanics & Materials,2012,226-228:13-16.
[10] GAO Zhenhai,YAN Genhua,LIU Peng,et al.Study on flow-induced vibration characteristics of hydraulic hoist of large-span upwelling radial steel gate[J].Applied Mechanics & Materials,2011,117-119:241-246.
[11] JAVANSHIR I,JAVANSHIR N,BARMAKI R,et al.Modeling of the fluid-induced vibrations in sliding gate dams[J].Journal of Vibroengineering,2015,17(1):478-486.
[12] BEHNAMFAR F,JAFARI A,KABIRI S A.Flow-induced horizontal and vertical vibration of sluice gates[J].Proceedings of the Institution of Civil Engineers:Water Management,2018,152-162.
[13] G?BEL G,GEBHARDT M,DEUTSCHER M,et al.Description of some seal vibration problems at hydraulic gates on German waterways[C] //7th IAHR International Symposium on Hydraulic Structures,U.S.:Utah State University,2018,617-626.
[14] EICK B,BROWN A,WILCOSKI J,et al.Localization of flow-induced vibrations from wicket gates in hydropower generating units[J].Journal of Civil Structural Health Monitoring,2023(3):811-825.
[15] MIRABI M H,JABBARI E,RAJAEE T,et al.Experimental investigation of turbulent flow in a rectangular bonneted slide gate and eliminating random fluctuating loads[J].Physics of Fluids,2023(35):015155.
[16] 刘文彬.冲击式水轮机水击压力及多闸门井水位波动解析研究[D].武汉:武汉大学,2014.LIU Wenbin.Analytical research on the surge pressure of pelton turbine and surge wave fluctuation in shaft gate[D].Wuhan:Wuhan University,2014.
[17] 张开学,张龙龙,郭星星,等.引沁灌区新型水闸测控一体化综合系统的研究与应用[J].水利发展研究,2021,21(6):96-101.ZHANG Kaixue,ZHANG Longlong,GUO Xingxing,et al.Research and application of a new integrated measurement and control system for water gates in Yinqin Irrigation District [J].Water Resources Development Research,2021,21(6):96-101.
[18] 郑毅,方红卫,何国建,等.基于径向基函数的多闸门控制河流的洪水模拟[J].清华大学学报(自然科学版),2008,48(12):2061-2064.ZHENG Yi,FANG Weihong,HE Guojian,et al.Flood simulations using radial basis functions for complex river flows controlled by sluices[J].Journal of Tsinghua University (Science and Technology),2008,48(12):2061-2064.
基本信息:
DOI:10.13928/j.cnki.wrahe.2023.09.013
中图分类号:TV663
引用信息:
[1]苏圣致,杨春霞,饶天华,等.不同开度下某闸门流激振动数值模拟研究[J],2023,54(09):148-155.DOI:10.13928/j.cnki.wrahe.2023.09.013.
基金信息:
国家重点研发计划政府间国际科技创新合作重点专项(2019YFE0105200);; 中央高校基本科研业务费项目(B210202060)
2023-01-31
2023
2023-04-18
2023-08-08
2023
1