Digley reservoir was constructed after the Second World War and completed in 1954. The reservoir has a storage capacity of over three million cubic metres at the top water level. The original pipework arrangement, which included Larner Johnson valves, provided an adequate discharge rate to ensure a minimum of 1·0 m per day drawdown. A statutory inspection of the reservoir was carried out in 2008 in accordance with the Reservoirs Act 1975. Following the inspection, Mott MacDonald Bentley was commissioned by the reservoir owner to undertake works to identify a suitable solution for the scour valve replacement to improve the operability of the valve. The reservoir head of over 40 m and estimated discharge velocity in excess of 10 m/s within the scour pipeline posed limitations to the selection of a suitable valve. The performance of a terminal fixed cone valve retrofitted within the existing stilling basin was modelled as an alternative to an in-line valve replacement. The fixed cone valve has since been installed and it is the first valve of this type for the reservoir owner. This paper describes the valve optioneering process, physical model testing and installation of the fixed cone valve. It also refers to issues working within an operational stilling basin while maintaining provision for the scour facility, and requirements to maintain compensation flow for the duration of the works.
Article navigation
September 2013
Research Article|
September 01 2013
Scour valve replacement at Digley reservoir
Marika T Tietavainen, IEng, MICE
Marika T Tietavainen, IEng, MICE
Project Leader, Mott MacDonald, Leeds, UK
Search for other works by this author on:
Publisher: Emerald Publishing
Online ISSN: 1756-8404
Print ISSN: 1368-1494
ICE Publishing: All rights reserved
2013
Dams and Reservoirs (2013) 23 (3-4): 143–151.
Citation
Tietavainen MT (2013), "Scour valve replacement at Digley reservoir". Dams and Reservoirs, Vol. 23 No. 3-4 pp. 143–151, doi: https://doi.org/10.1680/dare.14.00007
Download citation file:
511
Views
Suggested Reading
Use of CFD for modelling spillway performance
Dams and Reservoirs (April,2018)
Comparison of modelling techniques for assessment of spillways
Dams and Reservoirs (July,2019)
Assessment of a compaction indicator for oscillation rollers with a lumped parameter model
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (January,2020)
Kinetics of sorption in bio-based materials: theory and simulation of a demonstrator wall
Proceedings of the Institution of Civil Engineers - Construction Materials (July,2020)
Modelling the dynamic processes of channel migration
Proceedings of the Institution of Civil Engineers - Water Management (February,2015)
Related Chapters
Beyond Deductivism
Including a Symposium on Bruce Caldwell’s Beyond Positivism After 35 Years
Measurement and modelling of conduction in carbon fibre-cement composites
ICE Themes Smart Concrete
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
