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小浪底水库孔板洞弧形工作闸门流激振动原型观测研究
引用本文:张文远,张东,章晋雄,刘树君,董泽亮.小浪底水库孔板洞弧形工作闸门流激振动原型观测研究[J].水利水电技术,2015,46(3):101-104.
作者姓名:张文远  张东  章晋雄  刘树君  董泽亮
作者单位:(1.中国水利水电科学研究院,北京100038;2.水利部小浪底水利枢纽建设管理局,河南郑州450000)
基金项目:国家自然科学基金资助项目(51279216)
摘    要:针对小浪底水库1#孔板洞在249.0 m水位附近(运行水头约113 m)偏心铰工作弧门在局部开启运行工况及连续开启过程中,门体不同部位振动动应力、加速度及动振位移响应结果进行了观测分析,并与2#孔板洞在248.0 m水位附近(运行水头约103 m)工作弧门的振动观测结果进行比较分析,对工作弧门的运行安全作出评价。总之,有关观测成果对类似工程工作弧门的运行操作具有一定的参考价值。

关 键 词:小浪底水库  工作弧门  流激振动  原型观测  
收稿时间:2014-05-29

Study on prototype observation of flow-induced vibration from radial gate for orifice tunnel of Xiaolangdi Reservoir
ZHANG Wenyuan;ZHANG Dong;ZHANG Jinxiong;LIU Shujun;DONG Zeliang.Study on prototype observation of flow-induced vibration from radial gate for orifice tunnel of Xiaolangdi Reservoir[J].Water Resources and Hydropower Engineering,2015,46(3):101-104.
Authors:ZHANG Wenyuan;ZHANG Dong;ZHANG Jinxiong;LIU Shujun;DONG Zeliang
Affiliation:(1.China Institute of water resources and Hydropower Research,Beijing100038,China 2,Xiaolangdi Project Construction and Management Center,Ministry of Water Resources,Zhengzhou450000,Henan, China)
Abstract:The vibration dynamic stress,acceleration and dynamic vibration displacement response at various locations of the eccentric-hinge radial gate for the No.1 orifice tunnel of Xiaolangdi Reservoir located near the water level of 249.0 m(the operation water level of about 113 m)under the partially opening condition and during the continuous opening are observed and analyzed,and then the results are compared with those from the vibration observation made on the working gate for the No.2 orifice tunnel near the water level of 248 m(the operation water level of about 103 m). Thereafter,the safety assessments are made on the operations of the gates. Generally,the relevant observation results have certain reference values for the operation of the working gates of the similar projects
Keywords:Xiaolangdi Reservoir  radial gate  flow-induced vibration  prototype observation  
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