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OPERATING HYDRO TURBINES WITH AAR INDUCED GROWTH IN CONCRETE DAMS - OTTO HOLDEN GENERATING STATION

机译:经运行的水涡轮机与AAR诱导的混凝土坝上生长 - Otto Holden发电站

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Otto Holden Generating Station located on the Ottawa River, Ontario, Canada has been in operation since 1952. It has eight generating units with total capacity of 243 MW. Alkali Aggregate Reaction (AAR) has been identified as a probable cause for concrete movement and growth since early 1970s. The effects of concrete induced movement were noticed during turbine and generator component alignments performed as part of major unit overhauls on all eight units during the 1980s. AAR was confirmed after concrete analysis in 1999 and instrumentations were installed at various locations in the dam to monitor the concrete growth. Units were operated in off-plumb condition due to relative horizontal movement between the headcover and bottom ring till the late 1990s. G8 encountered problem of sticky wicket gates in 1999 and this initiated second set of major overhauls for all units in 2000. During these overhauls, the headcover and bottom ring were placed eccentrically and bottom ring was modified with a unique design of in- situ adjustability to compensate for its future relative horizontal movement without dismantling the unit. At the beginning of 2014, turbine assessment program was initiated to evaluate the current condition of the units. As a part of this assessment, turbine clearance data and concrete instrumentation data was analysed, Finite Element Analysis (FEA) of turbine components and concrete dam structure was conducted and it led to better understanding of the effects of AAR on turbine alignment caused by distortion of the speed ring and stay vanes. A third set of overhauls is being planned to mitigate unit alignment problems and to extend the operating life of the station. In these overhauls the top speed ring will be freed up from its connection with the concrete, anchor bars, and the pit liner so that it can recover its horizontal offset elastically. This will improve unit alignments and reduce the frequency of unit overhauls.
机译:自1952年以来,加拿大渥太华河畔渥太华河畔奥托·霍尔顿发电站一直在运行。它有八个发电机,总容量为243兆瓦。自20世纪70年代初以来,碱总反应(AAR)已被确定为混凝土运动和增长的可能原因。在20世纪80年代在所有八个单位的主要单元覆盖的一部分中,在涡轮机和发电机部件对准期间注意到混凝土诱导的运动的影响。 1999年在1999年的具体分析后确认了AAR,并且在大坝的各个地点安装了仪器以监测混凝土增长。由于头部和底部环之间的相对水平运动,直到20世纪90年代后期,单位在脱铅条件下运行。 G8在1999年遇到粘性检票口盖茨的问题,这启动了2000年所有单位的第二组重大爆发。在这些过度外,头部和底部环被偏心,底部环被修改,具有独特的原位可调节性设计。弥补其未来的相对水平运动而不拆除单位。在2014年初,启动了涡轮评估计划,以评估单位的当前条件。作为该评估的一部分,分析了涡轮通路数据和具体仪器数据,进行了有限元分析(FEA)的涡轮机部件和混凝土坝结构,使其更好地了解AAR对由变形引起的涡轮机对准的影响速度环和叶片。正在计划第三组横向,以减轻单元对准问题并延长车站的使用寿命。在这些突起中,顶速环将由其与混凝土,锚杆和凹坑衬里的连接释放,使得它可以弹性地恢复其水平偏移。这将改善单位对准并降低单元横向的频率。

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