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J W Phillips, Embley Energy Ltd, UK
5.0 Laminated Reinforced Concrete Technology for the SPERBOYTM Wave Energy Converter A Tucker, J M Pemberton, D T Swift-Hook and J M Swift-Hook, AquaBase Construction Ltd /Trafalgar Marine, UK J W Phillips, Embley Energy Ltd, UK
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What is SPERBOYTM? An oscillating water column wave energy converter
Embley Energy Ltd – Marine Energy Challenge Building on the outcome from the MEC (c) 2010 Aquabase Construction & Embley Energy
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The SPERBOYTM Project Sponsored by the Carbon Trust and nPower Juice Fund OVERALL AIM: To investigate the advantages of using concrete for the SPERBOYTM structure An outline design for manufacture of the vessel using laminated concrete technology Test results on panels of concrete confirming its suitability Performance and cost predictions leading to a cost of generation (c) 2010 Aquabase Construction & Embley Energy
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Conventional concrete
18mm plywood board (c) 2010 Aquabase Construction & Embley Energy
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Laminated Concrete 9mm plywood board
(c) 2010 Aquabase Construction & Embley Energy
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Depth of cover Conventional reinforced concrete
50-75 mm Standard reinforced concrete in a marine environment mm Laminated ferro-cement 2-3 mm (c) 2010 Aquabase Construction & Embley Energy
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Brief history of reinforced concrete in a marine environment
The oldest known ferrocement watercraft: A dinghy built by Joseph-Louis Lambot in Southern France in 1848. (c) 2010 Aquabase Construction & Embley Energy
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1860’s – ferro-cement canal barges built in Europe
1890's – Carlo Gabellini Barges and small ships out of concrete Elaborate lamination of rod netting, wire mesh, and trowelled mortar The most famous of his ships was the Liguria Beginning in the 1860s, ferrocement barges were built in Europe for use on canals. Around 1896, an engineer in Italy named Carlo Gabellini built barges and small ships out of concrete. He used a ferro-concrete procedure to make hulls that were an elaborate lamination of rod netting, wire mesh, and trowelled mortar. The most famous of his ships was the Liguria. (c) 2010 Aquabase Construction & Embley Energy
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1908 – 1914: Larger ferrocement barges in Germany, UK, Holland, Norway, & California The remains of the Violette (1919), can be seen at Hoo Marina, Chatham, Kent. April 12, 1918: US President Woodrow Wilson approved construction of 24 ferrocement ships for war Only 12 under construction by November 1918 None completed by the end of the war Eventually completed and sold to private companies Between 1908 and 1914, larger ferrocement barges began to be made in Germany, United Kingdom, Holland, Norway, and California. The remains of a British ship of this type, the auxiliary coaster Violette (built 1919), can be seen at Hoo Marina, Medway, Kent. On April 12, 1918, US President Woodrow Wilson approved the Emergency Fleet Corporation program which oversaw the construction of 24 ferrocement ships for the war. However, when the war ended in November 1918, only 12 ferrocement ships were under construction and none of them had been completed. These 12 ships were eventually completed, but soon sold to private companies who used them for light-trading, storage, and scrap. (c) 2010 Aquabase Construction & Embley Energy
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Maunsell Sea Forts Thames estuary air defences built 1941-42
Guy Maunsell Built in , the Maunsell Sea Forts were small fortified towers built in the Thames and Mersey estuaries during the Second World War to help defend the UK, named after their designer, Guy Maunsell. They were decommissioned in the late 1950s and later used for other activities. One became the Principality of Sealand; boats visit the remaining forts occasionally, and a consortium called Project Redsands is planning to conserve one at Redsand. Picture: 2009 (c) 2010 Aquabase Construction & Embley Energy
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Mulberry harbours: Phoenix Caissons
In Europe, ferro-cement barges (FCBs) played a crucial role in World War II operations, particularly in the D-Day Normandy landings, where they were used as part of the Mulberry harbour defences, for fuel and munitions transportation, and as floating pontoons. Some were fitted with engines and used as mobile canteens and troop carriers. Some of these vessels survive as abandoned wrecks in the Thames Estuary and at Portland (picture) 1944 Portland, 2010 (c) 2010 Aquabase Construction & Embley Energy
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Powell River breakwater, British Columbia
Ten of the concrete ships built during WW I & II are known to still be afloat, forming a massive floating breakwater on the Malaspina Strait in the city of Powell River in British Columbia, Canada. Constructed to protect the logging pond of the Powell River Company pulp and paper mill. Of all the concrete ships built during World War I and II, only 10 are known to still be afloat. These ships form a massive floating breakwater on the Malaspina Strait in the city of Powell River in British Columbia, Canada. Constructed to protect the logging pond of the Powell River Company pulp and paper mill . While nine of these ten ships were built during the Second World War, the tenth ship, the S. S. Peralta, is the last remaining WWI concrete ship afloat. (c) 2010 Aquabase Construction & Embley Energy
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Troll A Platform Built 1991-95 656,00 tonnes 472m high 303m below
sea level 169m above Deployed 1996 (c) 2010 Aquabase Construction & Embley Energy
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Chutzpah – floating home
Laminated concrete was used by Aquabase Construction in 2004 for the construction of the flotation units for CHUTZPAH, a 260m2 two storey Canadian house now afloat on the River Thames at Tagg’s Island, Hampton The house is designed and engineered for a 100-year life and the pontoons likewise. The pontoon system is made up of four pontoons, each 11 x 3 x 1.2m, secured together to form a platform 22 x 6m, not only providing flotation but also doubling as underwater accommodation for services and tankage, as well as storage cellars. (c) 2010 Aquabase Construction & Embley Energy
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This is the finished result.
The inset picture clearly shows the thin panels of the pontoon structure. (c) 2010 Aquabase Construction & Embley Energy
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Ardeola – floating boathouse
Laminated concrete was used by Aquabase Construction in 2004 for the construction of the flotation units for CHUTZPAH, a 260m2 two storey Canadian house now afloat on the River Thames at Tagg’s Island, Hampton The house is designed and engineered for a 100-year life and the pontoons likewise. The pontoon system is made up of four pontoons, each 11 x 3 x 1.2m, secured together to form a platform 22 x 6m, not only providing flotation but also doubling as underwater accommodation for services and tankage, as well as storage cellars. U-shaped concrete pontoon supporting boat-house with accommodation above. (c) 2010 Aquabase Construction & Embley Energy
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SPERBOY TM Design Vessel/structure: overall height 62m 40m draught
14,363 tonnes displacement 22m above the waterline Column diameter – inner 22m, outer 27m Collar diameter – 40m Water pressure both inside and outside water column only outside of hollow buoyancy collar (c) 2010 Aquabase Construction & Embley Energy
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SPERBOY TM Construction
Depth of structure creates construction problems Not strong enough to support itself out of the water Land factory-based construction not practical Problems of stability when under tow for deployment Limits possible marine construction sites (c) 2010 Aquabase Construction & Embley Energy
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Proposed solution Artificial Island Annular.
Laminated concrete pontoons. Capable of supporting final manufacturing process. Must be in two or more sections which can be parted to allow finished vessel to be removed. Floating roads connecting to shore. Must support crawler cranes/other mobile machinery/site facilities (canteen, WC, showers). (c) 2010 Aquabase Construction & Embley Energy
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SPERBOY TM Construction
Associated infrastructure 24-hour production Concrete batching plant Either on artificial island or close to shore Steel fabrication sub-assemblies Concrete pre-casting works Heavy handling equipment (forklifts, cranes) (c) 2010 Aquabase Construction & Embley Energy
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Marine Construction Sites
Loch Kishorn, Scotland built 600,000 tonne Ninian Central in 1978 + Dry dock + Good wharves on shoreline + Water depth of up to 50m to south of site - Remote - Poor road access The 600,000 tonne Ninian Central Platform was constructed here in 1978, in the huge dry dock that was blasted out of the rock for the purpose. To the South of this site there are depths of up to 50 metres. This site is very well sheltered and is free of strong tidal flows. However, it is very remote and the road access is not good. On the shoreline there are three good wharfs with a depth of around 10m at the quayside. Most materials were delivered by sea. (c) 2010 Aquabase Construction & Embley Energy
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Marine Construction Sites
Hunterston, Scotland - in the shadow of Hunterston B nuclear power station + Excellent road access + 65m long wharf at north corner + Water depth of 35-40m to west of site + Sheltered by islands west & north - Open to the south - Might be constrained by shipping lane (c) 2010 Aquabase Construction & Embley Energy
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SPERBOY TM Costs Overall 7,500 tonnes To build 1 in 12 months:
35 tonnes/day Dry batching Machinery Work teams Higher production rates (c) 2010 Aquabase Construction & Embley Energy
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Price volatility makes costing almost impossible
Oil Steel Cement Sand Water Labour Plant Machinery (c) 2010 Aquabase Construction & Embley Energy (c) 2010 Aquabase Construction & Embley Energy 24 24
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Oil price Steel price (c) 2010 Aquabase Construction & Embley Energy
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Provide a sensitivity chart
(c) 2010 Aquabase Construction & Embley Energy
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SPERBOY TM cost of energy
Cost of SPERBOY TM - as above, but must also consider Maintenance Life of structure Decommissioning Amount of energy - i.e. PERFORMANCE (c) 2010 Aquabase Construction & Embley Energy
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SPERBOYTM wave tank trials
Hydraulics and Maritime Research Centre (HMRC), University College Cork (c) 2010 Aquabase Construction & Embley Energy
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SPERBOYTM wave tank trials 1
60m Column, 5m wave, 16s period, no Power Take-Off 60m Column, 5m wave, 11.4s period, no Power Take-Off 45m Column, Hs = 5m, Tp = 12.7s 60m Column, 5m wave, 13.3s period, Optimum PTO damping (c) 2010 Aquabase Construction & Embley Energy
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SPERBOYTM wave tank trials 2
60m Column. “Storm 3” Hs = 11m,Tp = 13s (c) 2010 Aquabase Construction & Embley Energy
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Wave Input Spectrum Wave energy matrix for Benbecula (in kW)
Annual mean wave power – 62 kW/(m of wave front) (c) 2010 Aquabase Construction & Embley Energy
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SPERBOYTM performance
Before Power Take-Off (PTO) losses (kW) (c) 2010 Aquabase Construction & Embley Energy
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SPERBOYTM energy capture
Device Performance plus energy availability 700 kW Mean Annual Energy Capture, before PTO Losses (c) 2010 Aquabase Construction & Embley Energy
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SPERBOYTM The leading dimensions of the enlarged device:
Overall diameter - 40 m Column internal diameter - 22 m Column length (below waterline) - 70 m Overall Mass, including ballast - 17,200 tonnes SPERBOYTM Performance curve (RAO) for 70 m col SPERBOYTM , 1 m wave amplitude "Annual Average" Wave Input Spectrum at Benbecula (c) 2010 Aquabase Construction & Embley Energy
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SPERBOYTM A 50-device farm will provide the energy used by 42,000 homes 4.7 MW/h per year per home) (c) 2010 Aquabase Construction & Embley Energy
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Summary & Conclusions Advantages of laminated reinforced concrete
Long-established experience and recent developments Use for main structure of SPERBOY™ Methods of construction, locations, and issues faced Cost estimates First unit – will cost £4.2m to build in 12 months Series production at 1 per year - £2.2m each Quantity production - £1.3m each Reductions in commodity and labour costs Design improvements could bring costs down further (c) 2010 Aquabase Construction & Embley Energy
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Next steps The future of wave power The future of SPERBOY™
Re-financed/expanded team Possible industrial/commercial partners Summary and Conclusions - including commercial aspects - where Embley Energy and Aqua-base are aiming to go with wave power. Looking to move to next stage with re-financed and expanded team etc. etc. Interested in talking with possible industrial partners. (c) 2010 Aquabase Construction & Embley Energy
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Questions? Prof Donald T Swift-Hook Mr John W Phillips
Summary and Conclusions - including commercial aspects - where Embley Energy and Aqua-base are aiming to go with wave power. Looking to move to next stage with re-financed and expanded team etc. etc. Interested in talking with possible industrial partners. Prof Donald T Swift-Hook Aquabase Construction Ltd/Trafalgar Marine Mr John W Phillips Embley Energy Ltd (c) 2010 Aquabase Construction & Embley Energy
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