Micro-Hydro in Scotland How can I use it?
Micro-Hydro in Scotland
How can I use it?
Micro-Hydro In ScotlandHow can I use it?
• Hydropower basics
• Constraints to development
• Low head site selection and systemdesign
– Tea Break
• High head site selection and systemdesign
• Development process
• Grants, financing and income
Hydropower basics
• Theoretical power from the water
• Typical system components
• Energy losses
• Actual power available from water
History of Waterpower
Since the invention of thebasic waterwheel toharness the power ofmoving water(Estimatedto have been around theeighth century inEngland)Boyle (2004),man has used thispotential to grind cornand raise water forirrigation.
Theoretical Power
Power (kW) = Flow (m3/s) X Gravity (m/s2) X
Height (m)
P = Qgh
Low head: P = Qgh
High head: P = Qgh
Typical Components
• Intake weir
• Pipeline, leat or both
• Turbine
• Tailrace
Energy Losses
• Intake
– Screening head-loss
• Pipeline or leat
– Friction losses
• Turbine
– Turbulence and friction losses
• Electro-mechanical
components
– Heat
Actual Power Available
Power (kW) = System Efficiency X
Flow (m3/s) X Gravity (m/s2) X Height (m)
P = !Qgh
Constraints to DevelopmentWhere can I put one?
• Geographic
• Environmental
• Planning
• Electrical
Geographic Constraints
• Land ownership
• Difficult terrain
Environmental Constraints
• Operational Constraints
– Designated areas
– Water environment
– Fish migration
– Compensation flows
• Construction Constraints
– Protected species
– General construction risks
Planning Constraints
• Environmental constraints
• Fisheries
• Noise
• Visual Impact
• Amenity
Electrical Constraints
• Up to 3.7 kW per phase
– No problem
• Up to 50 kW
– Simplified connection procedure
– Permission required
• Over 50 kW per phase
– Permission required
– Connection fee likely
Low Head Site Selection and
System DesignWhere should I put one?
• Typical sites
• Site layout
• Turbine and control systems
• Case study: Strathdon
Typical Sites
• High flow
• Low head (1 to 10 m)
• Existing weirs
• Old mill sites
Site Layout
• Intake
• Leat
• Turbine
• Tailrace
Turbine Types
• Kaplan propeller turbine– Reasonable part-flow efficiency
– High rate of rotation
– Fine screens required
• Francis inward-flow turbine– High rate of rotation
– Generally poor part-flow efficiency
– Fine screens required
Archimedes Screw– Actuated sluice control before turbine
– Good part-flow efficiency
– Slow rate of rotation
– Fish friendly no screens required
Case Study: Strathdon
• Gross head = 3.8 m
• Available flow = 2600
l/s
• Power from water =
97 kW
• Electrical power = 70
kW
Intake and Leat
• 2600 l/s abstraction
• Existing weir
• New side intake
above weir
• Existing concrete pipe
to turbine house
Turbine
• Open-compact
Archimedes screw
• 2.6 m diameter
running at 28 rpm
• 70 kW Power
• 288,000 kWh/year
• 280,000 kWh in first
eleven months
• Power for 57 Houses
After the Break
• High head site selection and system
design
• Development process
• Grants, Financing and Income