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The cause of failure of the Massingir Dam Bottom Outlet Works: lessons to be learned for designers of reinforced concrete pressure conduits or penstocks

机译:Massingir大坝底部出口工程的失败原因:钢筋混凝土压力管道或压力管道设计者的经验教训

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摘要

Massingir Dam in Mozambique has a maximum height of 48 m and a gross storage capacity of 2 900 million m~3. Completed in 1977, the dam is owned by the Government of Mozambique and administered by Administracao Regional De Aguas Do Sul (ARA-Sul).rnOn 22 May 2008 there was a massive bursting failure of the two 8 m x 8 m horseshoe-shaped reinforced concrete conduits that comprise the outlet structure of the Bottom Outlet Works. Prior to the failure, the two downstream radialrngates were closed and the reservoir water level was at 122,4 m, which is 7,4 m above the level of the gated spillway sill. Because the spillway gates had only been installed a few years earlier, the hydrostatic pressure in the conduits was then the highest that it had ever been in the life of the dam.
机译:莫桑比克的Massingir大坝最大高度为48 m,总存储容量为29亿m〜3。该大坝于1977年完工,由莫桑比克政府所有,由南阿瓜斯多拉瓜行政区(ARA-Sul)管理。2008年5月22日,两座8 mx 8 m的马蹄形钢筋混凝土发生大面积爆破事故。构成底部出口工程出口结构的导管。破坏之前,关闭了两个下游径向闸门,水库水位为122.4 m,比带闸溢洪道的门槛高7.4 m。因为溢洪道闸门是几年前才安装的,所以管道中的静水压力是当时大坝中最高的。

著录项

  • 来源
    《Civil Eengineering》 |2010年第6期|P.30-3235-37|共6页
  • 作者

    Chris Seddon;

  • 作者单位

    Water Engineering Division Aurecon, South Africa;

  • 收录信息 美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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