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In focus

 

Doe Park Reservoir, UK

embankment damDoe Park ReservoirDoe Park Reservoir is impounded behind a Victorian “Pennine type” embankment dam; the total volume of water stored is approximately 800000m3. A statutory inspection recommended that improvements be made to the wave wall and overflow structures to enable the reservoir to safely pass the Probable Maximum Flood (PMF). Mott MacDonald Bentley Ltd (MMB) was commissioned by Yorkshire Water Services to carry out feasibility, detailed design and construction of these works. The scheme was recently commended in the ICE Yorkshire & Humberside Awards 2008.

The main elements of the scheme were as follows:

  • Design & reconstruction of dam crest to ensure the flood rise from the PMF was fully contained.
  • Design and construction of a 17m single-span bridge over the spillway channel (for HA loading).
  • Design and construction of a new concrete spillway channel capable of passing the design flood of 120m3/s.
  • Improvements to the existing valve shaft and access bridge such that the shaft does not act as an overflow during the PMF.
Traditionally a scheme of this magnitude would take up to 12 months to construct but the use of innovative techniques and Egan principles reduced the construction time to just over six months:

  • Use of masonry effect “formliner” on exposed external concrete faces on the wave wall and spillway in place of traditional masonry. As well as being more sustainable (avoiding the need to quarry stone), the option saved approximately £70 000.
  • Use of prefabricated reinforcement during construction of the spillway – an option that saved considerable construction time and was safer as it minimised the amount of steel fixing needed on site.
  • Use of precast concrete wave wall units saved approximately 12 weeks of construction time compared with the traditional solution of in situ concrete and shuttering. This helped maintain access to a property on the other side of the dam.
  • Re-cycled sludge (treated and supplied by Yorkshire Water) was used in place of traditional topsoil, saving approximately £14 000.
  • Collaborative planning and lean construction techniques were used to ensure the scheme was delivered from receipt of brief to substantial completion in just 12 months.
The public interface was sensitively managed during the construction phase and several improvements were made to the sailing club facilities once the scheme was complete such as a new slipway and recreational area. Site staff received praise from local residents and the sailing club for their helpful and sympathetic practices when working on the project.

prefabricated concrete wallDoe Park Reservoir intake tower





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