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作 者:胡剑杰 姚汉光 孔剑 张雪 HU Jianjie;YAO Hanguang;KONG Jian;ZHANG Xue(Changjiang Survey,Planning,Design and Research Co.,Ltd.,Wuhan 430010,China;China Three Gorges Projects Development Co.Ltd.,Beijing 100038,China)
机构地区:[1]长江勘测规划设计研究有限责任公司,湖北武汉430010 [2]中国三峡建设管理有限公司,北京100038
出 处:《人民长江》2020年第2期184-188,204,共6页Yangtze River
基 金:中国三峡建设管理有限公司科研项目(WDD/0488)。
摘 要:为降低大型水电站泄洪中孔(或底孔)事故闸门闭门过程中的门体振动,减小门槽及门槽附近区域的脉动压力强度,改善中孔流道流态,以乌东德水电站5号泄洪中孔作为研究对象,建立1∶25水工试验模型,研究了事故闸门动水关闭过程中中孔内水流流态、沿程压力及闸门压力等特性,分析了设置通气管、设置防射水式门楣以及常规门楣加高3种方案对闸门闭门动力特性的影响。结果表明:增设防射水式门楣结构可以有效阻断高速水流冲击门体,降低闸门振动,改善中孔流道及闸门受力条件,确保闸门安全、可靠完成动水闭门。相关经验可供类似工程借鉴。To reduce the vibration of the emergency gate of the middle water passage outlet(or the bottom outlet) for large hydropower station in the gate closing process under dynamic water condition, and reduce the intensity of fluctuating pressure in the vicinity of small gate slot as well as gate slot, and improve the flow regime of the middle outlet, taking the No.5 water passage outlet in Wudongde Hydropower Station as the research object, a 1:25 hydraulics test model was established. The flow regime, pressure along the middle outlet and the gate pressure was studied, and the effects of ventilation pipe, water-proof lintel and conventional lintel raising on the gate dynamic characteristic in the closing process were analyzed. The results showed that the design of water-proof lintel structure can prevent the impact of high-speed water flow on the gate effectively, reduce the gate vibration, and improve the force condition of the middle water passage outlet and the emergency gate, finally ensuring the gate to close safely and reliably under the dynamic water.
关 键 词:潜孔事故闸门 防射水式门楣 动力特性 水工模型试验 乌东德水电站
分 类 号:TV222[水利工程—水工结构工程]
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