View PDF - British Hydropower Association
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View PDF - British Hydropower Association
British Hydro Association Annual Conference 2008 Severn Trent Water’s Hydro Expansion Martin Dent Todays Presentation • Company Profile: Severn Trent Water Ltd (STWL) • Why Should STWL Invest In Renewables ? • STWL Renewable Energy Activities & Plans • Case Study 1 : Upper Derwent Valley • Case Study 2 : Lake Vyrnwy • The Future Company Profile : Severn Trent Water Ltd • 2nd Largest Water Utility in the UK. • FSE 100 Listed Company • We provide : • 2 billion litres of drinking water each day, to • 8 million customers • We have a large asset base • 5170 sites • >1000 sewage treatment works, • > 3000 sewage pumping stations. • 40 large impounding reservoirs STWL region 21,000 km2 across Central England and Mid-Wales Why Should STWL Invest In Renewables ? From This … …… To This Gloucester (Summer 2007) In 2007 it rained ...and rained ..and Whatever actions are taken over the coming years to reduce emissions, it is clear that climate change already has serious implications for our operations and strategic development. We therefore need to understand the impacts of climate change on areas such as water supply, water usage, and sewerage, and to develop adaptation strategies. Severn Trent’s Response to Energy Issues NET ENERGY USE KPI Targeted reductions of electricity imports Energy Efficiency Plans Renewable Energy Growth Renewable Energy Activities 17% In 2007/08 We generated 17% of our electricity demand 30 % Renewable Energy Technologies • Large Wind • Hydro- Electric 2012/13 Renewable Energy Target • Biomass AD • Sewage Sludge AD • Energy From Waste • Micro Renewables Checkley Wanlip Minworth Finham Derby Brancote Ladybower Alfreton Newthorpe Mansfield Scunthorpe Gainsborough YADDLETHORPE What’s Out There Now } = 17% Retford GAINSBOROUGH HYDRO RETFORD LADYBOWER Rushmoor CHP MANSFIELD Loughborough Monkmoor VYRNWY MONKMOOR Barnhurst ALFRETON NEWTHORPE STOKE BARDOLPH CHECKLEY DERBY STRONGFORD TOTON BRANCOTE LOUGHBOROUGH MELTON RUSHMOOR FOUR ASHES WANLIP Melton BARNHURST WIGSTON HARTSHILL MINWORTH HINCKLEY COALPORT CLYWEDOG BARSTON ROUNDHILL Clywedog Toton KIDDERMINSTER RUGBY Four Ashes FINHAM REDDITCH WORCESTER Vyrnwy Wigston HAYDEN Stoke Bardolph NETHERIDGE Hinckley STROUD Strongford Roundhill Kidderminster Worcester Redditch Stroud Netheridge Hayden Barston Claymills Rugby 7 Growth Areas Renewables - 2005 to 2015 300 29.1% 30.6% 30.7% 30.0% 24.9% 250 25.0% 19.0% 16.0% 16.5% 20.0% 17.1% 150 15.0% 100 10.0% 50 5.0% - 0.0% 2005/06 2006/07 2007/08 2008/09 2009/10 2010/11 Years 2011/12 2012/13 2013/14 2014/15 CHP - Excluding trade waste Wind Hydro Energy Crop CHP - Trade waste Advanced Digestion Energy From Waste % Self Supply % Self Supply 21.1% 200 GWh 30.7% 1.87% Hydro Turbines • Investigations in 4 areas: – Impounding Reservoirs – Flows in water distribution networks – Sewage treatment outfalls to river – Run of river (reservoir inlets) 2012/13 Hydro – Impounding Reservoirs 1.87% • Desk study of 40 reservoirs – Flow in – Compensation flow – Flow to treatment • 550 kW at Upper Derwent Valley. • 135 kW at Vyrnwy • Various sub 50kW 2012/13 Micro Hydro Minworth 70kw Strongford STW 7 kW ? Vyrnwy Run of River Scheme ? Case Studies 1. Upper Derwent Valley 2.Lake Vyrnwy Case Study 1: Upper Derwent Valley Howden Reservoir (1910) Derwent Reservoir (1915) Gravity Off Takes :• 100 ML/D To Bamford WTW • 50 ML/D to Yorkshire Water Ladybower Reservoir (1945) • 57MLD Compensation flow to River Derwent • 60MLD pumped to Bamford WTW Bamford WTW supplies 160MLD to the East Midlands via the DVA. The DVA transports water to Leicester 7o miles way without any pumping History Of HEP in UDV • HEP has existed in the UDV since 1945 • 2 turbine sets installed as part of the Ladybower reservoir project. – Power needed to operate 3 pumps to lift water to Bamford WTW. – Included a small generating unit to supply heat and lighting – 1976 the equipment removed and sent to Glasgow Tramway museum. • Replaced with 2 direct drive Gilkes turbine pumps. • 2000 Turbines were refurbished and drawoff pipework replaced. • 2007 one of the turbine pumps was replaced with a turbine and generator to enable HEP export to the grid • …… 2010 The Next Chapter Upper Derwent Valley Catchment Ave 75 MLD TO RIVELIN LOWER RESERVOIR & WTW Ave 50 MLD 265.2m Ave 73 MLD YWS INTAKE 50 MLD HOWDEN AQUEDUCT HOWDEN 236.0m 214.8m 213.6m DERWENT 125 MLD 90 MLD 160-185 MLD BAMFORD WTW 203.0m RIVER ASHOP LADYBOWER 60 MLD 10 MLD Ave 100 MLD 60 MLD RIVER NOE Ave 70 MLD 57 MLD (comp) 10 MLD 66 MLD (excess) HydroSim Modelling By Jacobs 415,000 416,000 417,000 418,000 394,000 393,000 393,000 " 415,000 416,000 417,000 418,000 420,000 421,000 387,000 419,000 387,000 418,000 Howden HEP rwe De qu nt A e du Rivelin Tu nnel 386,000 ct Rivelin Tunnel Intake " 386,000 Ladybower HEP " 385,000 • • • • • • • Characteristics of the 3 Reservoirs and catchment diversions Operation of raw water aqueducts 28 years of Historical Daily Flow Data Reservoir Operating Rules EA Licence Constraints (compensation) Bamford WTW Water Supply Demands Yorkshire Water Demands Simulates hydropower generation 385,000 • 394,000 Inputs 418,000 419,000 420,000 421,000 Model Results (1) • Howden Catchment yields 75 MLD (average daily), peak of 120 MLD • HEP at Howden 150kw at 100% capacity factor • Option to install 300kw at 50% capacity factor. • 1.5 GWH/yr 300kw Model Results (2) Utilising Howden Aqueduct • Discharging Howden flows into Ladybower could provide 700kw at 50% capacity factor. • Risks include – pressurising aqueduct – Reduced gravity storage for Bamford WTW. 700kw Model Results (3) • HEP at Derwent Dam discharging into Ladybower • Combined catchment yield in excess 200 ML/D (average daily) • HEP 900kw at 50% Capacity Factor. • Risks include - Reduced gravity storage for Bamford WTW. 900kw Model Results (4) • Existing HEP on compensation flow (57MLD) • Additional HEP at Ladybower capturing spill flows (>150MLD over 20% of time) • Installing a second 250kw turbine generator at Ladybower would provide:– additional HEP capability – Standby facility for the existing turbine. • 0.5 GWH p.a estimated add’l generation Summary Additional 550kW by Jan 2010 TO RIVELIN LOWER RESERVOIR & WTW 265.2m HOWDEN HOWDEN AQUEDUCT 300kW 236.0m YWS INTAKE 50 MLD 214.8m 213.6m DERWENT 125 MLD 160-185 MLD BAMFORD WTW 203.0m RIVER ASHOP LADYBOWER RIVER NOE 60 MLD 250kW Additional CAPEX £1.5 million Payback < Issues To Be Resolved • • • • • Grid Connection to Howden est.£500k. Planning consent (PDNPA). Generator Lead time Access for Contruction Achieving acceptable payback – Howden scheme estimated £1,400k – Ladybower scheme estimated £600k Lake Vyrnwy • Britain’s first large masonry dam (1881-1890) • At opening was largest reservoir in Europe • 2 Nr 30 kw turbines generate on compensation flow. • Turbines are now > 60yrs old, • History of reliability issues. • Intermittent fault on Control panel. • Severe vibration could lead to imminent failure. Project Proposal Replace 2 turbines with single larger turbine + new MCC. • Larger unit is a turbine previously used at Ladybower, newly refurbished it is an ideal match (efficiency curve) for the predicted Vyrnwy flows. Power Generation • Yearly average 109kW (82% increase) calculated from historical river flow data. • Maximum production increased from 60kw to 135kw. X Efficiency X X Turbine Data Turbine : Design Outputs Head X X Max Flow X X X X 22.9 m MLD Power kw Effic % 65 150 88.9 99 84.8 49 74.2 (750l/s) Standard Compensation Flow (520l/s) Low Flow 25 45 (290l/s) Hydrological data* indicates flows will : • exceed 65 MLD 33% of the time • exceed 45 MLD 92% of the time * Courtesy of National River Flow Archive Project Scope and Timetable Remove existing turbines Replace :• Inlet pipework • Equipment supports • Lifting equipment Install • New control panel with remote monitoring • Refurbished (2007) Ladybower turbine • CAPEX £450k, payback in less than 5 years. • Estimated completion April 2009 The Future ? An Example Of How Energy Was Once Wasted Acknowledgements: Consultant :Jacobs THANK YOU FOR LISTENING Turbine Supplier :Gilkes Contractor: Adroit Construction email: [email protected]