Abstract

Rainfall measurements are vital for the design of hydraulic structures, climate change studies, irrigation and land drainage works. The most important source of design rainfall data comes from convective storms. Accurate assessment of the storm rainfall requires a fairly dense network of raingauges. In 1963, such a storm took place over Dublin in Ireland. However, the existing raingauge network was insufficient to identify both the depth and pattern of rainfall. An appeal was made by Met Eireann for additional unofficial rainfall data. The result was remarkable in that the estimated maximum rainfall depth was found to be more than double the official value and that the resulting depth area analysis suggested a rainfall volume over a large area much bigger than the original isohyet map indicated. This result has huge implications for the estimation of maximum rainfall and dam safety assessment, especially in countries where the raingauge network has a low density. This paper first provides a description of the synoptic conditions that led to the storm, second an analysis of the rainfall data and how the unofficial measurements produced a very different depth area relationship; third, the social consequences of the resulting flood are described. Fourth, the storm is then placed in the context of other storms in the British Isles Finally the implications for rainfall measurement, gauge density and an example of how revised estimates of probable maximum precipitation (PMP) have been used to improve the safety and design standard of a flood detention dam are discussed.

Highlights

  • Rainfall measurements are vital for the design of hydraulic structures, climate change studies, irrigation and land drainage works

  • The storm is placed in the context of other storms in the British Isles the implications for rainfall measurement, gauge density and an example of how revised estimates of probable maximum precipitation (PMP) have been used to improve the safety and design standard of a flood detention dam are discussed

  • The higher values are being used for dam safety assessments in Gujarat, India where the probable maximum flood (PMF) has to be estimated

Read more

Summary

Introduction

The highest falls during a major storm, especially over hilly ground where there are fewer gauges per unit area, will almost certainly be missed. This was shown for the Martinstown UK storm in 1955 where the unofficial highest measurement was 76 mm higher than the official measurement (Clark, 2005). This raises serious questions about reliable long term monitoring of rainfall trends (New et al, 2001; Kidd and Huffman, 2011), flow modelling, (Andiego et al, 2018) flood warning, (Shaw, 1994), water resources, (Singh, 2017) and PMP estimation (Clark, 2002; Rakhecha & Clark, 1999). The implications for rainfall measurement in the future and estimates of PMP and PMF, with an actual example of a flood detention dam, are described

The Synoptic Situation
Distribution of Rainfall
The Flood
The Storm in the Context of UK Extreme Storms
Clark DOI
Findings
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call