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首页> 外文期刊>Proceedings of the Institution of Civil Engineers >Railway bridge failure during flooding in the UK and Ireland
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Railway bridge failure during flooding in the UK and Ireland

机译:英国和爱尔兰发生洪水时铁路桥梁故障

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摘要

A review of accident reports and other sources has shown there have been 15 fatalities, and perhaps 4-5 times that number of injuries, which can be attributed to structural failure during flooding on the railway system in Britain since the 1840s. The resulting present-day economic damage is estimated to be at least £300 million. Bridge failure due to flooding is most commonly associated with 'extreme' but not necessarily 'very rare' floods; the average event rarity associated with catastrophic failure is 1 in 160-year return period, but the range of 200-250 years includes most flood-related failures. Undermining of abutments and piers by scour is the most common form of failure of bridges. The remaining failures can be attributed to six other failure sequences which are currently not adequately addressed within the existing procedures. Of these six, debris collection resulting in enhanced local scour and the location of structures in rapidly responding catchments are considered the most significant. It is recommended that the design flood for scour assessment and protection design should be based on a 200-year return period flood event. A higher value (of 1000 years) may be appropriate for structures with a particularly high consequence of failure.
机译:事故报告和其他来源的回顾表明,有15人丧生,可能是受伤人数的4-5倍,这可以归因于1840年代以来英国铁路系统在洪水期间的结构性故障。目前造成的经济损失估计至少为3亿英镑。洪水造成的桥梁破坏通常与“极端”洪水有关,但不一定与“非常罕见”洪水有关。与灾难性故障相关的平均事件稀有度为160年回报期内的1次,但200至250年的范围包括大多数与洪水相关的故障。冲刷破坏基台和桥墩是桥梁破坏的最常见形式。其余故障可归因于六个其他故障序列,这些故障序列目前在现有过程中未得到适当解决。在这六种中,碎片收集导致局部冲刷和结构在快速响应的集水区中的位置被认为是最重要的。建议冲刷评估和保护设计的设计洪水应基于200年的回归期洪水事件。对于故障后果特别高的结构,较高的值(1000年)可能适用。

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