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Monitoring Data Back Analysis and Safety Evaluation of the Second Channel Discharge Sluice, Gezhouba Project, on the Yangtze River

机译:长江葛洲坝工程二期泄水闸监测数据反分析与安全评价

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The Yangtze River is the longest river in China and the Gezhouba Key Water Control Project is the first large scale key water control project on the Yangtze River which has produced great economic and social benefits. Therefore, the safety and stability of the Gezhouba dam during operation after its construction are of great importance. A-mong the structures of the principal parts, the Second Channel Discharge Sluice is a vital one. On the one hand, the sluice is very important because it undertakes the main tasks of flood discharge, sand ejection, navigation control and water level control for electricity production; on the other hand, it is confronted with a number of difficulties because it is based on weak bed rocks, has multiple sluice ways, discharges water pereninially, its chamber floor and apron are immersed in deep water which complicates their maintenance, etc. For these reasons, to analyse the Second Channel Discharge Sluice is of representative significance. On the basis of safety monitoring of this sluice, this paper presents the results of analysis concerning its safety and stability. Firstly, the monitoring data accumulated for many years were back analysed and the various physical parameters characterizing the current state of operation of the structure were obtained; secondly, the operation behaviors of structure and its foundation under various possible operation states were numerically simulated in detail by the 3-D FEM and the deterministic model of key effect quantities at key locations was constructed and standards for safety monitoring were worked out to monitor and control the operation of the structure in the future ; and finally, the safety of structure was evaluated by the safety factor method and thereby the conclusion that the Second Channel Discharge Sluice is in a safe state of operation was drawn.
机译:长江是中国最长的河流,葛洲坝重点水利枢纽工程是长江上第一个产生重大经济和社会效益的大型重点水利枢纽工程。因此,葛洲坝大坝施工后的运行安全性和稳定性至关重要。在主要部件的结构中,第二通道泄水闸是至关重要的。一方面,水闸非常重要,因为它承担着排洪,排沙,航行控制和水位控制的主要任务,用于发电。另一方面,由于它是基于薄弱的基岩,具有多种闸流方式,多年生地排出水,其腔室地板和围裙浸入深水中使其维护复杂化等,因此面临许多困难。究其原因,分析第二通道泄水闸具有重要的意义。在对该水闸进行安全监控的基础上,提出了对其安全性和稳定性的分析结果。首先,对多年积累的监测数据进行回溯分析,获得表征该结构当前运行状态的各种物理参数;其次,通过3-D有限元法对结构及其基础在各种可能的运行状态下的运行行为进行了详细的数值模拟,并建立了关键位置关键影响量的确定性模型,并制定了安全监控标准以监控和控制将来结构的运行;最后,通过安全系数法对结构的安全性进行了评估,得出了第二通道泄水闸处于安全运行状态的结论。

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