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弱爬振现象对平板闸门振动的影响研究
引用本文:刘昉,吴敏睿,李文胜,盛传明,徐国宾. 弱爬振现象对平板闸门振动的影响研究[J]. 水力发电学报, 2021, 40(2): 149-157. DOI: 10.11660/slfdxb.20210215
作者姓名:刘昉  吴敏睿  李文胜  盛传明  徐国宾
作者单位:天津大学水利工程仿真与安全国家重点实验室
基金项目:国家自然科学基金资助项目(51779166)。
摘    要:本文基于巴塘水电站几何比尺为1:25的闸门水弹性模型,为研究闸门在动水闭门过程中可能出现的弱爬振现象,改变其上游水位使闸门产生微弱爬振,分析平面闸门下落过程中发生爬振前后门体不同部位局部应力、整体加速度和位移的变化,研究闸门微弱爬行振动特性.研究结果表明:(1)弱爬振不改变闸门原有的整体振动类型;弱爬振时闸门垂向振动加...

关 键 词:闸门振动  爬振  平板闸门  水弹性模型  位移  应力

Study on influence of weak climbing vibration on plane gate vibration
LIU Fang,WU Minrui,LI Wensheng,SHENG Chuanming,XU Guobin. Study on influence of weak climbing vibration on plane gate vibration[J]. Journal of Hydroelectric Engineering, 2021, 40(2): 149-157. DOI: 10.11660/slfdxb.20210215
Authors:LIU Fang  WU Minrui  LI Wensheng  SHENG Chuanming  XU Guobin
Affiliation:(State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University,Tianjin 300350)
Abstract:This study examines the phenomenon of weak climbing vibration during hydrodynamic gate closing and its effect on gate vibration through an experiment on a 1:25-scale hydroelastic plane gate model for the Batang hydropower station.We control the weak gate vibrations by changing the upstream water stage,observe time variations in local stress at different locations of the gate and in its overall acceleration and displacement during gate closing after weak climbing vibration starts,and examine the characteristics of gate vibrations.The results show that 1)weak climbing vibration does not modify the overall vibration modes of the gate,though it can increase the energy of vertical vibration acceleration by 2.6 times.2)The gate’s vertical vibration displacement is about 11 times that of the non-climbing vibration case,with its mean square deviation amplitude beyond the standard,indicating a serious vibration that may produce adverse effects on the gate and its connection structures.3)Weak climbing vibration has the greatest effect on the measuring point No.15 located directly below the lifting lug and could tear the lug under high water head conditions.A roughly 10-time increase in the dominant frequency of stress can be observed at this point,and the local forced vibration of the gate switches to the state of periodic vibration.Thus,to avoid structure damage,it is necessary to strengthen the upper part of the main longitudinal beam of the gate and the lifting lug,which are both greatly affected by climbing vibration.
Keywords:gate vibration  climbing vibration  plane gate  hydroelastic model  displacement  stress
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