Probable maximum flood: the potential for estimation in the UK using ReFH2

Author:

Haxton Tracey1ORCID,Vesuviano Gianni2,Pucknell Samuel1,Kjeldsen Thomas Rodding3

Affiliation:

1. a Wallingford HydroSolutions, Wallingford OX10 8BA, UK

2. b UK Centre for Ecology & Hydrology, Wallingford OX10 8BB, UK

3. c Department of Architecture and Civil Engineering, University of Bath, Bath BA2 7AY, UK

Abstract

Abstract The current reservoir safety guidance within the UK recommends the use of the FSR/FEH rainfall-runoff model to estimate PMF (probable maximum flood) peak flows for reservoirs within the highest risk category (A). However, the FSR/FEH model has been superseded by the ReFH2 rainfall-runoff model for all other flood risk purposes in the UK. This study develops a new modelling framework for PMF estimation using ReFH2 by translating the assumptions made within the current FSR/FEH PMF procedure and applying these within the ReFH2 rainfall-runoff model. Peak flows from the methodology are compared with those from the FSR/FEH model for 400+ catchments. The study highlights the potential for ReFH2 to be used as the rainfall-runoff model for all return periods, up to and including the PMF, thereby paving the way for using the ReFH2 model for reservoir safety studies.

Funder

Wallingford HydroSolutions

UKCEH

Publisher

IWA Publishing

Subject

Water Science and Technology

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