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New Estimates of 24-Hour Probable Maximum Precipitation (PMP) for the British Isles

机译:英国群岛的24小时可能的最大降水(PMP)的新估计

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Estimates of PMP are needed in order to estimate the spillway design flood for dams which must be capable of safely passing the probable maximum flood (PMF). For over forty years the standard estimates of the Flood Studies Report (FSR) have almost always been used. However, since then several studies have shown that these values are too low, and new estimates for South West England and then Britain were published. This paper extends these studies to include the whole of the British Isles. The study uses 6570 station years’ data in a new method of frequency analysis that identifies part of the data which represents the long term situation. Further analyses to support the results of this approach have been produced from the in situ maximisation of 12 historic storms using World Meteorological Organisation methods. The results are broadly consistent with those obtained from frequency analysis. Values of 24 hour PMP in Britain range from 600 mm in upland areas of the Lake District, to 400 mm in parts of East Anglia. This range of values is present in Wales and parts of South West England. For Ireland the highest values are over the upland areas, such as in the Wicklow Mountains (550 mm) and SW Ireland (600 mm), while in the lowlands values around 350 mm can be expected. The question of uncertainty in estimating PMP is considered, most of which is due to the temporal and spatial shortcomings of the data. The implications for the probable maximum flood (PMF) and spillway design flood mean that widespread reassessment of dam safety should be carried out at once.
机译:需要估计PMP,以估算溢洪道设计洪水,用于坝体必须能够安全地通过可能的最大洪水(PMF)。超过四十多年来,洪水研究报告(FSR)的标准估计数几乎总是被使用。然而,从那时起,几项研究表明,这些价值太低了,而且对英格兰西南部和英国的新估计发表了。本文将这些研究扩展到包括整个英国群岛。该研究采用了6570站年度的数据,以一种新的频率分析方法,标识了代表长期情况的部分的一部分。进一步分析以支持这种方法的结果,从使用世界气象组织方法的12个历史风暴的原位最大化已经产生。结果与从频率分析中获得的结果广泛一致。英国24小时PMP的价值范围从湖区山区的高地区域600毫米,在东安格利亚的部分地区到400毫米。这一系列的价值观存在于英格兰西南部的威尔士和部分。对于爱尔兰来说,最高价值在高地区域,例如在威克洛山(550毫米)和SW爱尔兰(600毫米),而在350毫米的低地值中可以预期。考虑了估算PMP的不确定性问题,其中大部分是由于数据的时间和空间缺点。对可能的最大洪水(PMF)和溢洪道设计洪水的影响意味着应立即进行大坝安全的广泛重新评估。

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