Redundant reservoirs, whether they are subject to the provisions of reservoir legislation or not, have an ongoing maintenance requirement that places a burden on reservoir owners. Reservoirs upstream of communities also pose a risk to life. For these reasons, reservoir owners often consider discontinuing redundant assets; however, reservoirs can deliver amenity value for local communities as well as contributing to a desirable environmental habitat. Careful consideration should therefore be given to balancing the advantages and disadvantages when deciding whether to discontinue a reservoir. This paper will draw on case studies of five Scottish Water reservoir sites where the merits of discontinuance have been assessed. Two have been retained; and three have been discontinued. The key influences and lessons learned will be presented including identifying and mitigating environmental aspects; the findings from public consultations; the approach to whole life cost estimates; the benefits or otherwise of carrying ground investigations; the approach to dealing with sediment issues; the approach to managing flood risk during removal of the reservoir; and the approach to managing downstream flood risk following removal of the reservoir. The peculiarities of the Reservoirs (Scotland) Act 2011 will be touched on, as complete removal of a reservoir is termed abandonment!
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March 2023
Research Article|
December 09 2022
Lessons learned from reservoir discontinuances
Ryan McHugh, MEng;
Ryan McHugh, MEng
Chartered Civil Engineer, Mott MacDonald, Glasgow, UK (corresponding author: ryan.mchugh@mottmac.com)
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Matthew Craig, MEng;
Matthew Craig, MEng
Civil Engineer, Mott MacDonald, Glasgow, UK
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Ross Morrin, BEng (Hons)
Ross Morrin, BEng (Hons)
Senior Reservoir Engineer and Supervising Engineer, Scottish Water, Dunfermline, UK
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Publisher: Emerald Publishing
Online ISSN: 1756-8404
Print ISSN: 1368-1494
ICE Publishing: All rights reserved
2022
Dams and Reservoirs (2023) 33 (1): 9–18.
Citation
McHugh R, Craig M, Morrin R (2023), "Lessons learned from reservoir discontinuances". Dams and Reservoirs, Vol. 33 No. 1 pp. 9–18, doi: https://doi.org/10.1680/jdare.22.00084
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