Abstract

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.

Highlights

  • Worldwide about one-third of all dam failures are due to overtopping following a major storm (Lemperiere, 1993)

  • 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)

  • 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

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Summary

Introduction

Worldwide about one-third of all dam failures are due to overtopping following a major storm (Lemperiere, 1993). Since 1925 when Coedty dam failed and 16 people were drowned, there has been no loss of life (Hughes et al 2000) This incident led to legislation for dam safety assessments, followed by the Institution of Civil Engineers interim report on floods and reservoirs (ICE 1933). Publication of the Flood Studies Report (NERC, 1975) included estimates of PMP which are still being recommended for use in dam design and safety assessment (ICE, 2015). The Whaley Bridge incident of 2019 did not involve overtopping but was flood related Their survey clearly shows a potential for serious overtopping in the future since none of the known events were caused by a PMP event as suggested by the Flood Studies Report and certainly not by the present findings

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