Lancaster University Renewable Energy Group The Tidal Barrage Option for the Wyre Estuary Student: Kingsley Adinnu James Anderson Ben Onley Andrew Blain Chris North Supervisor: Dr George A Aggidis Date: 03 February 2011 Lancaster University Renewable Energy Group Introduction Prospective locations How Tides work Artists impression of the finished barrage 2 Lancaster University Renewable Energy Group Aims and Objectives • Identify design requirements and limitations. • Evaluate the potential locations for the tidal barrage. • Analyse the operational mode of the tidal barrage. • Possible turbine specification/selection. • Consideration of maintenance and longevity. 3 Lancaster University Renewable Energy Group Design Requirements & Limitations I Environs • Knott End • Fleetwood • Wyre Estuary • Irish Sea Primary Requirements • Tidal Power Generation • Flood Defences 4 Lancaster University Renewable Energy Group Design Requirements & Limitations II Limitations • Caisson Construction • Salt Resistance Imperative. • Small generating window. • Remote operation. • Difficult to retrofit primary barrage structure (i.e. navigable locks must be decided upon prior to commencing construction). • Periodic dredging required throughout lifespan of barrage. £ 5 Lancaster University Renewable Energy Group Design Requirements & Limitations III Additional Functions & Facilities; • Visitors Centre. • Wyre Marina/saltwater lake. • Provision for foot/road bridge as part of barrage. 6 Lancaster University Renewable Energy Group The Wyre Estuary Locations Closer to river mouth- more power. If downstream of docks then a lock will be required. Three potential locations with a new fourth; North- Most power, blocks Fleetwood docks from sea but allows large area for pleasure craft, no bridge so as not to disturb Knott End village. Central- Less power, Doesn’t block docks. Bisects Knott End golf links. South- Least power, smallest area for pleasure craft, may disrupt wildlife. New Alternative North- More power than original north location, larger area for pleasure craft, still blocks Fleetwood docks from sea access. Though a suitable lock can be included in the tidal barrage. 7 Lancaster University Renewable Energy Group Tidal Barrage Operation I • How a tidal Barrage works • Different Generation Modes System of a Tidal Barrage • Suitability of the Two – way Generation and Ebb Generation + Flood pumping for the wyre Area 8 Lancaster University Renewable Energy Group Tidal Barrage Operation II • Components for successful operation of the Tidal barrage • Grid Connection for the Wyre area – On & Off grid connection Locks Embankment Turbine Sluice gate 9 Lancaster University Renewable Energy Group Wyre 3D Model • Using Information referenced from the Digi-Maps • 3D Model • Using CAD software to determine the Volume of water across the proposed barrage from the depth of tides. 10 Lancaster University Renewable Energy Group Power Calculation, Turbine Selection/Specification I 11 Prandle, D. Simple theory for designing tidal power schemes, Adv. Water Resources, 1984, Volume 7, March Lancaster University Renewable Energy Group Power Calculation, Turbine Selection/Specification II 12 Lancaster University Renewable Energy Group Power Calculation, Turbine Selection/Specification III Gross Head = 3.5m Net Head = 3.26m Maximum Efficiency = 94.29 Rated Power = 21.6 MW Diameter = 6.5m Speed = 71.43rpm Number of Turbines = 6 13 Lancaster University Renewable Energy Group Maintenance and Longevity of the Tidal Barrage I • Maintenance of functioning structures, such as concrete caissons. • Maintenance of non-functional structures such as access roads, embankments and possible tourist facilities. • Maintenance, repair and replacement of electrical and mechanical equipment. • Maintenance of river bed on either side of the barrage. 14 Lancaster University Renewable Energy Group Maintenance and Longevity of the Tidal Barrage II • Today's reinforced concrete will stand functioning for 120 years. • Coat steel rebar in an epoxy coating. • Using the nano-particle additive developed by NIST researchers slows down the penetration of chlorides and sulfates. • Overhaul all electrical and mechanical components every 30 years. 15 Lancaster University Renewable Energy Group Future Developments of the Tidal Barrage • Physical dimensions of the barrage planned to possibly accommodate a road to connect Fleetwood to Knott End-on Sea in the future. • Chances to place barrages on the River Mersey, Morecambe Bay, and the Solway Firth. • These combined have the potential to generate 16500GWh/year 16 Lancaster University Renewable Energy Group Conclusions & Next Steps • The most cost effective construction technique for the Wyre Tidal barrage, in order to fulfil the design requirements, are pre-fabricated caissons. • The Northern Location is the most suitable for the construction of the tidal barrage. • The Two- way generation + Flood Pumping Mode has been designated as the best operating mode for Wyre tidal Barrage. • The Wyre 3D can be further developed for control and accurate calculation of the barrage operation in relation to the tides. Lancaster University Renewable Energy Group The Tidal Barrage Option for the Wyre Estuary Thank You Any Questions? Student: Kingsley Adinnu James Anderson Ben Onley Andrew Blain Chris North Supervisor: Dr George A Aggidis