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Field Test and Analytical Methods for Safety Assessment of Radial Spillway Gates

机译:径向泄洪闸门安全性评估的现场测试和分析方法

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A forensic investigation by the US Bureau of Reclamation into the 1995 failure of the Folsom Dam spillway gate concluded that excessive trunnion friction, which was not considered in the design, overstressed the gate struts. Following the release of the report, the Federal Energy Regulatory Commission required an analysis of all Tainter gates, using a friction coefficient of 0.3 in the absence of a measured value. The U.S. Army Corps of Engineers (USACE) requires that the trunnion pin friction moment be calculated with a coefficient of friction of 0.3 in ETL 1110-2-584, "Design of Hydraulic Steel Structures." While this is a reasonable analysis assumption, it does not accurately determine the reliability of an existing gate. An in-service evaluation requires the actual pin friction and other measures of gate performance. For several years, strain gage tests have been used to obtain stress levels on radial gate arms in an effort to estimate trunnion friction. Due to the time and expense associated with this work, field tests have generally been done only in cases where there was a significant concern. The lack of standardized test procedures and standardized interpretation of the strain gage instrumentation data has also resulted in some inconsistent and inaccurate results. This paper introduces efficient field and analytical procedures for obtaining measured trunnion friction values and other Tainter gate performance measures such as lift loads, total friction and lift symmetry. Methods for validating the strain gage measurements and the corresponding calculated trunnion friction, using a 3-D finite element model, will be discussed along with the effects of trunnion friction on gate performance. General procedures and results will be illustrated with the evaluation of spillway gates at two dams in Washington: the Chief Joseph Dam on the Columbia River; owned and operated by USACE, and the Upper Baker Dam on the Baker River; owned and operated by Puget Sound Energy.
机译:美国开垦局对1995年Folsom大坝溢洪道闸门的故障进行的法医调查得出的结论是,设计中没有考虑的过大的耳轴摩擦力使闸门支柱承受了过大的压力。报告发布后,联邦能源管理委员会要求对所有Tainter闸门进行分析,在没有测量值的情况下使用0.3的摩擦系数。美国陆军工程兵团(USACE)要求在ETL 1110-2-584“液压钢结构设计”中以0.3的摩擦系数计算耳轴销的摩擦力矩。尽管这是一个合理的分析假设,但它不能准确地确定现有门的可靠性。在役评估需要实际的销摩擦和浇口性能的其他度量。几年来,应变计测试已用于获得径向门臂上的应力水平,以估算耳轴的摩擦力。由于这项工作的时间和费用,通常仅在存在重大问题的情况下才进行现场测试。缺乏标准化的测试程序和应变计仪器数据的标准化解释也导致了一些不一致和不准确的结果。本文介绍了有效的现场和分析程序,以获取测得的耳轴摩擦值和其他Tainter闸门性能指标,例如提升载荷,总摩擦和提升对称性。将讨论使用3-D有限元模型验证应变计测量值和相应的耳轴摩擦力的方法,以及耳轴摩擦力对浇口性能的影响。评估华盛顿州的两个水坝的溢洪道闸门将说明一般程序和结果:哥伦比亚河上的约瑟夫大坝;由USACE和贝克河上的贝克大坝拥有并经营;由Puget Sound Energy拥有和运营。

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