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Application of Dam Safety Monitoring Automation System on Safety Monitoring of Sanbanxi Hydropower Station

机译:大坝安全监测自动化系统在三板溪水电站安全监测中的应用。

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Guizhou Sanbanxi Concrete-faced Rockfilled Dam with the maximum height of 185.50 m,is currently the second highest concrete-faced rockfilled dam in China. A total-fractional structure (?) is used on the safety monitoring system,which accessed more than 2,700 automated monitoring points.It is the largest monitoring automation system for dam safety in China,which has operated successfully for nearly three years.In 2007,when the floods of 50 years frequency appeared,reservoir water level rose rapidly.When the level reached El.472 m,the seepage speed increased rapidly. At the same time,many abnormalities are detected by a large number of monitoring instruments.By comprehensive analysis of the abnormalities,it was judged that damage occurred in the slab construction joints and was reported to the owner. Then it was proved by the underwater camer-a[1].Because of the effective management and timely processing methods which are executed by operation departments,many potential accidents are avoided.It is demonstrated that the safety monitoring automation system of Sanbanxi hydropower station is competent to accurate real-time safety monitor. The measurement result can be used to analyze the broken process of slab joints and help to detect seepage source in time. The data obtained from the monitoring automation system provides a large amount of parameters for evaluating the condition of the dam. This case has further enriched experiences of safety monitoring of concrete-faced rockfilled dam. And it has great reference value for design of high concrete-faced rockfilled dam,and also for its safety operation and monitoring.It indicates that safety monitoring automation system can play an increasingly important role in the dam safety of construction and operation.
机译:贵州三板溪混凝土面板堆石坝最大高度为185.50 m,是目前中国第二高的混凝土面板堆石坝。安全监控系统使用全分数结构(?),可访问2700多个自动化监控点。它是中国最大的大坝安全监控自动化系统,已成功运行了近三年.2007年,当50年一遇的洪水发生时,水库水位迅速上升。当水位达到El.472 m时,渗流速度迅速增加。同时,大量的监测仪器发现了许多异常情况。通过对异常情况的综合分析,判断出板式施工缝中发生了破损,并已报告给业主。然后由水下照相机a [1]进行了验证。由于运行部门有效的管理和及时的处理方法,避免了很多潜在的事故发生。证明了三板溪水电站安全监控自动化系统是可行的。有能力进行准确的实时安全监控。测量结果可用于分析板节点的断裂过程,有助于及时发现渗流源。从监控自动化系统获得的数据为评估大坝的状况提供了大量参数。该案例进一步丰富了混凝土面板堆石坝安全监控的经验。它对高混凝土面板堆石坝的设计及其安全运行和监测具有重要的参考价值。表明安全监测自动化系统在大坝的建设和运行安全中起着越来越重要的作用。

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