The Canal and River Trust, undertaker for 71 high-risk reservoirs, has developed a schedule to conduct a desktop test annually and a full incident simulation exercise every five years. The paper covers the methodology for developing the desktop test, integrating international best practices and strategies from other industries. Practical insights for effectively conducting a desktop exercise, ranging from the selection of failure mode scenarios to debriefings, are provided. The importance of a full simulation was highlighted following the Toddbrook incident. The paper describes how to organise a simulation exercise and the considerations for selecting a suitable reservoir, based on access, location, stakeholders, failure mode and risk assessments on the backdrop of ‘Operation Redbrook’ conducted in June 2023. Pre-exercise arrangements include failure mode simulation, welfare, weather warnings, media responses and traffic management. The Trust also engaged the Local Resilience Forum, BT Emergency services and the contractor's supply chain. The challenges faced by contractors in deploying emergency pumps raise questions on proportionality of expenditure for crane pads, assessments for utilities, environmental impacts and traffic management. Strategies to disseminate lessons learnt and continuous improvement of the emergency response system within the Trust are covered.
Article navigation
September 2024
Research Article|
September 12 2024
Simulating a reservoir on-site flood plan test: Operation Redbrook
Merlin Davis, BEng (Hons), MEng (Hons)
Merlin Davis, BEng (Hons), MEng (Hons)
Senior Reservoir Engineer, Canal and River Trust, London, UK (merlin.davis@canalrivertrust.org.uk)
Search for other works by this author on:
Publisher: Emerald Publishing
Online ISSN: 1756-8404
Print ISSN: 1368-1494
Emerald Publishing Limited: All rights reserved
2024
Dams and Reservoirs (2024) 34 (3): 103–112.
Citation
Davis M (2024), "Simulating a reservoir on-site flood plan test: Operation Redbrook". Dams and Reservoirs, Vol. 34 No. 3 pp. 103–112, doi: https://doi.org/10.1680/jdare.2024.4
Download citation file:
362
Views
Suggested Reading
Monitoring of the Queensferry Crossing, Scotland
Proceedings of the Institution of Civil Engineers - Bridge Engineering (January,2025)
Stability of multi-anchor soil walls after loss of toe support
Geotechnique (August,2015)
Simulation of overburden pressure during laboratory investigations of axial pipe–soil interaction
Geotechnique (January,2020)
Understanding the performance of bridge decks through full-scale accelerated testing
Proceedings of the Institution of Civil Engineers - Forensic Engineering (May,2023)
Seismic performance of helical piles in dry sand from large-scale shaking table tests
Geotechnique (January,2019)
Related Chapters
Characterisation of model uncertainties for laterally loaded rigid drilled shafts
Risk and Variability in Geotechnical Engineering
Vacuum preloading consolidation of Yaoqiang Airport runway
Ground and Soil Improvement
A study of low-energy dynamic compaction: field trials and centrifuge modelling
Ground and Soil Improvement
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
