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Hydropower

Gaurav    Karan
Maniar   Raithatha

                     1
Course Outline
   Renewable               Sustainable
       Hydro Power             Hydrogen & Fuel Cells
       Wind Energy             Nuclear
       Oceanic Energy          Fossil Fuel Innovation
       Solar Power             Exotic Technologies
       Geothermal              Integration
       Biomass                      Distributed Generation




                                                               2
Hydro Energy




               3
Hydrologic Cycle




                                                          4

http://www1.eere.energy.gov/windandhydro/hydro_how.html
Hydropower to Electric Power


                      Electrical
Potential              Energy
 Energy
                                   Electricity



            Kinetic
            Energy



                      Mechanical
                       Energy
                                                 5
Hydropower in Context




                        6
Sources of Electric Power – US




                                 7
Renewable Energy Sources




                                                                            8

Wisconsin Valley Improvement Company, http://www.wvic.com/hydro-facts.htm
World Trends in Hydropower




                                                                      9

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
World hydro production




                              10

IEA.org
Major Hydropower Producers




                             11
World’s Largest Dams
                                                                      Max       Annual
    Name                            Country             Year    Generation   Production

    Three Gorges                    China               2009    18,200 MW

    Itaipú                          Brazil/Paraguay     1983    12,600 MW    93.4 TW-hrs

    Guri                            Venezuela           1986    10,200 MW     46 TW-hrs

    Grand Coulee                    United States     1942/80    6,809 MW    22.6 TW-hrs

    Sayano Shushenskaya             Russia              1983     6,400 MW

    Robert-Bourassa                 Canada              1981     5,616 MW

    Churchill Falls                 Canada              1971     5,429 MW     35 TW-hrs

    Iron Gates                      Romania/Serbia      1970     2,280 MW    11.3 TW-hrs


    Ranked by maximum power.


                                                                                      12

“Hydroelectricity,” Wikipedia.org
Three Gorges Dam (China)




                           13
Three Gorges Dam Location Map




                                14
Itaipú Dam (Brazil & Paraguay)




                                    15

“Itaipu,” Wikipedia.org
Itaipú Dam Site Map




                                                                                         16

http://www.kented.org.uk/ngfl/subjects/geography/rivers/River%20Articles/itaipudam.htm
Guri Dam (Venezuela)




                                                                             17

http://www.infodestinations.com/venezuela/espanol/puerto_ordaz/index.shtml
Guri Dam Site Map




                                                                         18

http://lmhwww.epfl.ch/Services/ReferenceList/2000_fichiers/gurimap.htm
Grand Coulee Dam (US)




                                    19

www.swehs.co.uk/ docs/coulee.html
Grand Coulee Dam Site Map




                            20
Grand Coulee Dam Statistics
Generators at Grand Coulee Dam

     Location             Description          Number   Capacity (MW)   Total (MW)

 Pumping Plant         Pump/Generator            6           50           300

                   Station Service Generator     3           10            30
Left Powerhouse
                        Main Generator           9          125           1125

Right Powerhouse        Main Generator           9          125           1125

                        Main Generator           3          600           1800
Third Powerhouse
                        Main Generator           3          700           2100

     Totals                                     33                        6480

                                                                                 21
Uses of Dams – US




                                                                            22

Wisconsin Valley Improvement Company, http://www.wvic.com/hydro-facts.htm
Hydropower Production by US State




                                                                      23

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Percent Hydropower by US State




                                                                      24

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
History of Hydro Power




                         25
Early Irrigation Waterwheel




                                                                      26

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Early Roman Water Mill




                                                                      27

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Early Norse Water Mill




                                                                      28

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Fourneyron’s Turbine




                                                                      29

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Hydropower Design




                    30
Terminology (Jargon)
       Head
            Water must fall from a higher elevation to a lower one to
             release its stored energy.
            The difference between these elevations (the water
             levels in the forebay and the tailbay) is called head
       Dams: three categories
            high-head (800 or more feet)
            medium-head (100 to 800 feet)
            low-head (less than 100 feet)
       Power is proportional to the product of
                       head x flow

                                                                    31

http://www.wapa.gov/crsp/info/harhydro.htm
Scale of Hydropower Projects
       Large-hydro
             More than 100 MW feeding into a large electricity grid
       Medium-hydro
             15 - 100 MW usually feeding a grid
       Small-hydro
             1 - 15 MW - usually feeding into a grid
       Mini-hydro
             Above 100 kW, but below 1 MW
             Either stand alone schemes or more often feeding into the grid
       Micro-hydro
             From 5kW up to 100 kW
             Usually provided power for a small community or rural industry
              in remote areas away from the grid.
       Pico-hydro
             From a few hundred watts up to 5kW
             Remote areas away from the grid.                             32

www.itdg.org/docs/technical_information_service/micro_hydro_power.pdf
Types of Hydroelectric Installation




                                                                      33

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Meeting Peak Demands
   Hydroelectric plants:
       Start easily and quickly and change power
        output rapidly
       Complement large thermal plants (coal and
        nuclear), which are most efficient in serving
        base power loads.
       Save millions of barrels of oil




                                                        34
Types of Systems
   Impoundment
       Hoover Dam, Grand Coulee
   Diversion or run-of-river systems
       Niagara Falls
       Most significantly smaller
   Pumped Storage
       Two way flow
       Pumped up to a storage reservoir and returned
        to a lower elevation for power generation
            A mechanism for energy storage, not net energy
             production
                                                              35
Conventional Impoundment Dam




                                                                  36

http://www1.eere.energy.gov/windandhydro/hydro_plant_types.html
Example
   Hoover Dam (US)




                                                            37

http://las-vegas.travelnice.com/dbi/hooverdam-225x300.jpg
Diversion (Run-of-River) Hydropower




                                 38
Example
Diversion Hydropower (Tazimina, Alaska)




                                                                  39

http://www1.eere.energy.gov/windandhydro/hydro_plant_types.html
Micro Run-of-River Hydropower




                                                                  40

http://www1.eere.energy.gov/windandhydro/hydro_plant_types.html
Micro Hydro Example




                         Used in remote locations in northern Canada   41

http://www.electrovent.com/#hydrofr
Pumped Storage Schematic




                           42
Pumped Storage System




                                                                      43

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Example
Cabin Creek Pumped Hydro (Colorado)
 Completed 1967
 Capacity – 324 MW
       Two 162 MW units
   Purpose – energy storage
       Water pumped uphill at night
            Low usage – excess base load capacity
       Water flows downhill during day/peak periods
       Helps Xcel to meet surge demand
            E.g., air conditioning demand on hot summer days
   Typical efficiency of 70 – 85%
                                                                44
Pumped Storage Power Spectrum




                                45
Turbine Design
  Francis Turbine
  Kaplan Turbine
  Pelton Turbine
   Turgo Turbine
   New Designs

                    46
Types of Hydropower Turbines




                                                                      47

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Classification of Hydro Turbines
   Reaction Turbines
       Derive power from pressure drop across turbine
       Totally immersed in water
       Angular & linear motion converted to shaft power
       Propeller, Francis, and Kaplan turbines
   Impulse Turbines
       Convert kinetic energy of water jet hitting buckets
       No pressure drop across turbines
       Pelton, Turgo, and crossflow turbines

                                                      48
Schematic of Francis Turbine




                                                                      49

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Francis Turbine Cross-Section




                                                                      50

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Small Francis Turbine & Generator




                                       51

"Water Turbine," Wikipedia.com
Francis Turbine – Grand Coulee Dam




                                   52

"Water Turbine," Wikipedia.com
Fixed-Pitch Propeller Turbine




                                   53

"Water Turbine," Wikipedia.com
Kaplan Turbine Schematic




                                 54

"Water Turbine," Wikipedia.com
Kaplan Turbine Cross Section




                                  55

"Water Turbine," Wikipedia.com
Suspended Power, Sheeler, 1939




                                 56
Vertical Kaplan Turbine Setup




                                                                      57

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Horizontal Kaplan Turbine




                                                                      58

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Pelton Wheel Turbine




                                                                      59

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Turgo Turbine




                                                                      60

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Turbine Design Ranges

                       Kaplan                                 2 < H < 40
                       Francis                               10 < H < 350
                       Pelton                                50 < H < 1300
                       Turgo                                 50 < H < 250

                                                              (H = head in meters)

                                                                                     61

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Turbine Ranges of Application




                                                                      62

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Turbine Design Recommendations

                                                        Head Pressure
                                    High                              Medium         Low


       Impulse                  Pelton                           Crossflow         Crossflow
                                 Turgo                               Turgo
                            Multi-jet Pelton                    Multi-jet Pelton

     Reaction                                                    Francis           Propeller
                                                              Pump-as-Turbine       Kaplan



                                                                                               63

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Fish Friendly Turbine Design




                                                 64

www.eere.energy.gov/windandhydro/hydro_rd.html
Hydro Power Calculations




                           65
Efficiency of Hydropower Plants
       Hydropower is very efficient
             Efficiency = (electrical power delivered to the
              “busbar”) ÷ (potential energy of head water)
       Typical losses are due to
             Frictional drag and turbulence of flow
             Friction and magnetic losses in turbine &
              generator
       Overall efficiency ranges from 75-95%


                                                                      66

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Hydropower Calculations
                                  P  g   Q  H
                                  P  10  Q  H
    P = power in kilowatts (kW)
    g = gravitational acceleration (9.81 m/s2)
     = turbo-generator efficiency (0<n<1)
    Q = quantity of water flowing (m3/sec)
    H = effective head (m)
                                                                      67

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Example 1a
   Consider a mountain stream with an effective head of
     25 meters (m) and a flow rate of 600 liters (ℓ) per
     minute. How much power could a hydro plant
     generate? Assume plant efficiency () of 83%.

       H = 25 m
       Q = 600 ℓ/min × 1 m3/1000                                     ℓ × 1 min/60sec
        Q = 0.01 m3/sec
        = 0.83

       P  10QH = 10(0.83)(0.01)(25) = 2.075
        P  2.1 kW
                                                                                        68

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Example 1b
   How much energy (E) will the hydro plant generate
     each year?

       E = P×t
        E = 2.1 kW × 24 hrs/day × 365 days/yr
        E = 18,396 kWh annually

   About how many people will this energy support
     (assume approximately 3,000 kWh / person)?

       People = E÷3000 = 18396/3000 = 6.13
       About 6 people
                                                                      69

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Example 2
   Consider a second site with an effective head of
     100 m and a flow rate of 6,000 cubic meters per
     second (about that of Niagara Falls). Answer the
     same questions.

       P  10QH = 10(0.83)(6000)(100)
        P  4.98 million kW = 4.98 GW (gigawatts)
       E = P×t = 4.98GW × 24 hrs/day × 365 days/yr
        E = 43,625 GWh = 43.6 TWh (terrawatt hours)
       People = E÷3000 = 43.6 TWh / 3,000 kWh
        People = 1.45 million people
       (This assumes maximum power production 24x7)
                                                                      70

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Economics of Hydropower




                      71
Production Expense Comparison




                                                                            72

Wisconsin Valley Improvement Company, http://www.wvic.com/hydro-facts.htm
Capital Costs of Several Hydro Plants




               Note that these are for countries where costs are bound to be
                  lower than for fully industrialized countries

                                                                               73

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Estimates for US Hydro Construction
    Study of 2000 potential US hydro sites
    Potential capacities from 1-1300 MW
    Estimated development costs
             $2,000-4,000 per kW
             Civil engineering 65-75% of total
             Environmental studies & licensing 15-25%
             Turbo-generator & control systems ~10%
             Ongoing costs add ~1-2% to project NPV (!)


                                                                                                              74
Hall et al. (2003), Estimation of Economic Parameters of US Hydropower Resources, Idaho National Laboratory
hydropower.id.doe.gov/resourceassessment/ pdfs/project_report-final_with_disclaimer-3jul03.pdf
Costs of Increased US Hydro Capacity




                                                                                                          75
Hall, Hydropower Capacity Increase Opportunities (presentation), Idaho National Laboratory, 10 May 2005
www.epa.gov/cleanenergy/pdf/hall_may10.pdf
Costs of New US Capacity by Site




                                                                                                          76
Hall, Hydropower Capacity Increase Opportunities (presentation), Idaho National Laboratory, 10 May 2005
www.epa.gov/cleanenergy/pdf/hall_may10.pdf
High Upfront Capital Expenses
       5 MW hydro plant with 25 m low head
             Construction cost of ~$20 million
             Negligible ongoing costs
             Ancillary benefits from dam
                    flood control, recreation, irrigation, etc.
       50 MW combined-cycle gas turbine
             ~$20 million purchase cost of equipment
             Significant ongoing fuel costs
       Short-term pressures may favor fossil fuel
        energy production
                                                                      77

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Environmental Impacts




                        78
Impacts of Hydroelectric Dams




                                79
Ecological Impacts
   Loss of forests, wildlife habitat, species
   Degradation of upstream catchment areas due to
    inundation of reservoir area
   Rotting vegetation also emits greenhouse gases
   Loss of aquatic biodiversity, fisheries, other
    downstream services
   Cumulative impacts on water quality, natural flooding
   Disrupt transfer of energy, sediment, nutrients
   Sedimentation reduces reservoir life, erodes turbines
       Creation of new wetland habitat
       Fishing and recreational opportunities provided by new
        reservoirs
                                                                 80
Environmental and Social Issues
   Land use – inundation and displacement of people
   Impacts on natural hydrology
       Increase evaporative losses
       Altering river flows and natural flooding cycles
       Sedimentation/silting
   Impacts on biodiversity
       Aquatic ecology, fish, plants, mammals
   Water chemistry changes
       Mercury, nitrates, oxygen
       Bacterial and viral infections
            Tropics
   Seismic Risks
   Structural dam failure risks
                                                           81
Hydropower – Pros and Cons
Positive                                      Negative
Emissions-free, with virtually no CO2, NOX,   Frequently involves impoundment of large
SOX, hydrocarbons, or particulates            amounts of water with loss of habitat due to
                                              land inundation

Renewable resource with high conversion       Variable output – dependent on rainfall and
efficiency to electricity (80+%)              snowfall

Dispatchable with storage capacity            Impacts on river flows and aquatic ecology,
                                              including fish migration and oxygen
                                              depletion

Usable for base load, peaking and pumped      Social impacts of displacing indigenous
storage applications                          people

Scalable from 10 KW to 20,000 MW              Health impacts in developing countries

Low operating and maintenance costs           High initial capital costs

Long lifetimes                                Long lead time in construction of large
                                                                                        82
                                              projects
Three Gorges – Pros and Cons




                                                                      83

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Regulations and Policy




                         84
Energy Policy Act of 2005
Hydroelectric Incentives
   Production Tax Credit – 1.8 ¢/KWh
       For generation capacity added to an existing facility
            (non-federally owned)
       Adjusted annually for inflation
       10 year payout, $750,000 maximum/year per facility
            A facility is defined as a single turbine
       Expires 2016
   Efficiency Incentive
       10% of the cost of capital improvement
            Efficiency hurdle - minimum 3% increase
            Maximum payout - $750,000
            One payment per facility
            Maximum $10M/year
            Expires 2016
   5.7 MW proposed through June 2006                           85
World Commission on Dams
   Established in 1998
       Mandates
            Review development effectiveness of large dams and
             assess alternatives for water resources and energy
             development; and
            Develop internationally acceptable criteria and
             guidelines for most aspects of design and operation
             of dams
   Highly socially aware organization
       Concern for indigenous and tribal people
       Seeks to maximize preexisting water and
        energy systems before making new dams

                                                               86
Other Agencies Involved
   FERC – Federal Energy Regulatory Comm.
       Ensures compliance with environmental law
   IWRM – Integrated Water & Rsrc Mgmt
       “Social and economic development is
        inextricably linked to both water and energy.
        The key challenge for the 21st century is to
        expand access to both for a rapidly increasing
        human population, while simultaneously
        addressing the negative social and
        environmental impacts.” (IWRM)

                                                         87
Future of Hydropower




                       88
Hydro Development Capacity




                                89

hydropower.org
Developed Hydropower Capacity




                                           90

World Atlas of Hydropower and Dams, 2002
Regional Hydropower Potential




                                                                      91

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Opportunities for US Hydropower




                                                                                                          92
Hall, Hydropower Capacity Increase Opportunities (presentation), Idaho National Laboratory, 10 May 2005
www.epa.gov/cleanenergy/pdf/hall_may10.pdf
Summary of Future of Hydropower
       Untapped U.S. water energy resources are immense
       Water energy has superior attributes compared to other
        renewables:
             Nationwide accessibility to resources with significant power potential
             Higher availability = larger capacity factor
             Small footprint and low visual impact for same capacity
       Water energy will be more competitive in the future because of:
             More streamlined licensing
             Higher fuel costs
             State tax incentives
             State RPSs, green energy mandates, carbon credits
             New technologies and innovative deployment configurations
       Significant added capacity is available at competitive unit costs
       Relicensing bubble in 2000-2015 will offer opportunities for
        capacity increases, but also some decreases
       Changing hydropower’s image will be a key predictor of future
        development trends

                                                                                                          93
Hall, Hydropower Capacity Increase Opportunities (presentation), Idaho National Laboratory, 10 May 2005
www.epa.gov/cleanenergy/pdf/hall_may10.pdf
Next Week: Wind Energy




                         94
Extra Hydropower Slides
Included for your viewing pleasure




                                     95
Hydrologic Cycle




                   96
World Hydropower




                                                                      97

Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
Major Hydropower Producers
      Canada, 341,312 GWh (66,954 MW installed)
      USA, 319,484 GWh (79,511 MW installed)
      Brazil, 285,603 GWh (57,517 MW installed)
      China, 204,300 GWh (65,000 MW installed)
      Russia, 173,500 GWh (44,700 MW installed)
      Norway, 121,824 GWh (27,528 MW installed)
      Japan, 84,500 GWh (27,229 MW installed)
      India, 82,237 GWh (22,083 MW installed)
      France, 77,500 GWh (25,335 MW installed)

                         1999 figures, including pumped-storage hydroelectricity
                                                                                   98

“Hydroelectricity,” Wikipedia.org
Types of Water Wheels




                        99
World Energy Sources




                          100

hydropower.org
Evolution of Hydro Production




   OECD: most of Europe, Mexico, Japan, Korea, Turkey, New Zealand, UK, US
                                                                             101

iea.org
Evolution of Hydro Production




          OECD: most of Europe, Mexico, Japan, Korea, Turkey, New Zealand, UK, US
                                                                                    102

iea.org
Schematic of Impound Hydropower




                              103
Schematic of Impound Hydropower




                              104
Cruachan Pumped Storage (Scotland)




                                105
Francis Turbine – Grand Coulee




                                 106
Historically…
       Pumped hydro was first used in Italy and
        Switzerland in the 1890's.
       By 1933 reversible pump-turbines with motor-
        generators were available
       Adjustable speed machines now used to improve
        efficiency
             Pumped hydro is available
              at almost any scale with
              discharge times ranging
              from several hours to a
              few days.
             Efficiency = 70 – 85%

                                                                                   107

http://www.electricitystorage.org/tech/technologies_technologies_pumpedhydro.htm
Small Horizontal Francis Turbine




                                   108
Francis and Turgo Turbine Wheels




                                   109
Turbine Application Ranges




                             110

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Hydro Power Plant (P)

  • 1. Hydropower Gaurav Karan Maniar Raithatha 1
  • 2. Course Outline  Renewable  Sustainable  Hydro Power  Hydrogen & Fuel Cells  Wind Energy  Nuclear  Oceanic Energy  Fossil Fuel Innovation  Solar Power  Exotic Technologies  Geothermal  Integration  Biomass  Distributed Generation 2
  • 4. Hydrologic Cycle 4 http://www1.eere.energy.gov/windandhydro/hydro_how.html
  • 5. Hydropower to Electric Power Electrical Potential Energy Energy Electricity Kinetic Energy Mechanical Energy 5
  • 7. Sources of Electric Power – US 7
  • 8. Renewable Energy Sources 8 Wisconsin Valley Improvement Company, http://www.wvic.com/hydro-facts.htm
  • 9. World Trends in Hydropower 9 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 12. World’s Largest Dams Max Annual Name Country Year Generation Production Three Gorges China 2009 18,200 MW Itaipú Brazil/Paraguay 1983 12,600 MW 93.4 TW-hrs Guri Venezuela 1986 10,200 MW 46 TW-hrs Grand Coulee United States 1942/80 6,809 MW 22.6 TW-hrs Sayano Shushenskaya Russia 1983 6,400 MW Robert-Bourassa Canada 1981 5,616 MW Churchill Falls Canada 1971 5,429 MW 35 TW-hrs Iron Gates Romania/Serbia 1970 2,280 MW 11.3 TW-hrs Ranked by maximum power. 12 “Hydroelectricity,” Wikipedia.org
  • 13. Three Gorges Dam (China) 13
  • 14. Three Gorges Dam Location Map 14
  • 15. Itaipú Dam (Brazil & Paraguay) 15 “Itaipu,” Wikipedia.org
  • 16. Itaipú Dam Site Map 16 http://www.kented.org.uk/ngfl/subjects/geography/rivers/River%20Articles/itaipudam.htm
  • 17. Guri Dam (Venezuela) 17 http://www.infodestinations.com/venezuela/espanol/puerto_ordaz/index.shtml
  • 18. Guri Dam Site Map 18 http://lmhwww.epfl.ch/Services/ReferenceList/2000_fichiers/gurimap.htm
  • 19. Grand Coulee Dam (US) 19 www.swehs.co.uk/ docs/coulee.html
  • 20. Grand Coulee Dam Site Map 20
  • 21. Grand Coulee Dam Statistics Generators at Grand Coulee Dam Location Description Number Capacity (MW) Total (MW) Pumping Plant Pump/Generator 6 50 300 Station Service Generator 3 10 30 Left Powerhouse Main Generator 9 125 1125 Right Powerhouse Main Generator 9 125 1125 Main Generator 3 600 1800 Third Powerhouse Main Generator 3 700 2100 Totals 33 6480 21
  • 22. Uses of Dams – US 22 Wisconsin Valley Improvement Company, http://www.wvic.com/hydro-facts.htm
  • 23. Hydropower Production by US State 23 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 24. Percent Hydropower by US State 24 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 25. History of Hydro Power 25
  • 26. Early Irrigation Waterwheel 26 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 27. Early Roman Water Mill 27 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 28. Early Norse Water Mill 28 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 29. Fourneyron’s Turbine 29 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 31. Terminology (Jargon)  Head  Water must fall from a higher elevation to a lower one to release its stored energy.  The difference between these elevations (the water levels in the forebay and the tailbay) is called head  Dams: three categories  high-head (800 or more feet)  medium-head (100 to 800 feet)  low-head (less than 100 feet)  Power is proportional to the product of head x flow 31 http://www.wapa.gov/crsp/info/harhydro.htm
  • 32. Scale of Hydropower Projects  Large-hydro  More than 100 MW feeding into a large electricity grid  Medium-hydro  15 - 100 MW usually feeding a grid  Small-hydro  1 - 15 MW - usually feeding into a grid  Mini-hydro  Above 100 kW, but below 1 MW  Either stand alone schemes or more often feeding into the grid  Micro-hydro  From 5kW up to 100 kW  Usually provided power for a small community or rural industry in remote areas away from the grid.  Pico-hydro  From a few hundred watts up to 5kW  Remote areas away from the grid. 32 www.itdg.org/docs/technical_information_service/micro_hydro_power.pdf
  • 33. Types of Hydroelectric Installation 33 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 34. Meeting Peak Demands  Hydroelectric plants:  Start easily and quickly and change power output rapidly  Complement large thermal plants (coal and nuclear), which are most efficient in serving base power loads.  Save millions of barrels of oil 34
  • 35. Types of Systems  Impoundment  Hoover Dam, Grand Coulee  Diversion or run-of-river systems  Niagara Falls  Most significantly smaller  Pumped Storage  Two way flow  Pumped up to a storage reservoir and returned to a lower elevation for power generation  A mechanism for energy storage, not net energy production 35
  • 36. Conventional Impoundment Dam 36 http://www1.eere.energy.gov/windandhydro/hydro_plant_types.html
  • 37. Example Hoover Dam (US) 37 http://las-vegas.travelnice.com/dbi/hooverdam-225x300.jpg
  • 39. Example Diversion Hydropower (Tazimina, Alaska) 39 http://www1.eere.energy.gov/windandhydro/hydro_plant_types.html
  • 40. Micro Run-of-River Hydropower 40 http://www1.eere.energy.gov/windandhydro/hydro_plant_types.html
  • 41. Micro Hydro Example Used in remote locations in northern Canada 41 http://www.electrovent.com/#hydrofr
  • 43. Pumped Storage System 43 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 44. Example Cabin Creek Pumped Hydro (Colorado)  Completed 1967  Capacity – 324 MW  Two 162 MW units  Purpose – energy storage  Water pumped uphill at night  Low usage – excess base load capacity  Water flows downhill during day/peak periods  Helps Xcel to meet surge demand  E.g., air conditioning demand on hot summer days  Typical efficiency of 70 – 85% 44
  • 45. Pumped Storage Power Spectrum 45
  • 46. Turbine Design Francis Turbine Kaplan Turbine Pelton Turbine Turgo Turbine New Designs 46
  • 47. Types of Hydropower Turbines 47 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 48. Classification of Hydro Turbines  Reaction Turbines  Derive power from pressure drop across turbine  Totally immersed in water  Angular & linear motion converted to shaft power  Propeller, Francis, and Kaplan turbines  Impulse Turbines  Convert kinetic energy of water jet hitting buckets  No pressure drop across turbines  Pelton, Turgo, and crossflow turbines 48
  • 49. Schematic of Francis Turbine 49 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 50. Francis Turbine Cross-Section 50 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 51. Small Francis Turbine & Generator 51 "Water Turbine," Wikipedia.com
  • 52. Francis Turbine – Grand Coulee Dam 52 "Water Turbine," Wikipedia.com
  • 53. Fixed-Pitch Propeller Turbine 53 "Water Turbine," Wikipedia.com
  • 54. Kaplan Turbine Schematic 54 "Water Turbine," Wikipedia.com
  • 55. Kaplan Turbine Cross Section 55 "Water Turbine," Wikipedia.com
  • 57. Vertical Kaplan Turbine Setup 57 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 58. Horizontal Kaplan Turbine 58 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 59. Pelton Wheel Turbine 59 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 60. Turgo Turbine 60 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 61. Turbine Design Ranges  Kaplan 2 < H < 40  Francis 10 < H < 350  Pelton 50 < H < 1300  Turgo 50 < H < 250 (H = head in meters) 61 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 62. Turbine Ranges of Application 62 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 63. Turbine Design Recommendations Head Pressure High Medium Low Impulse Pelton Crossflow Crossflow Turgo Turgo Multi-jet Pelton Multi-jet Pelton Reaction Francis Propeller Pump-as-Turbine Kaplan 63 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 64. Fish Friendly Turbine Design 64 www.eere.energy.gov/windandhydro/hydro_rd.html
  • 66. Efficiency of Hydropower Plants  Hydropower is very efficient  Efficiency = (electrical power delivered to the “busbar”) ÷ (potential energy of head water)  Typical losses are due to  Frictional drag and turbulence of flow  Friction and magnetic losses in turbine & generator  Overall efficiency ranges from 75-95% 66 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 67. Hydropower Calculations P  g   Q  H P  10  Q  H  P = power in kilowatts (kW)  g = gravitational acceleration (9.81 m/s2)   = turbo-generator efficiency (0<n<1)  Q = quantity of water flowing (m3/sec)  H = effective head (m) 67 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 68. Example 1a Consider a mountain stream with an effective head of 25 meters (m) and a flow rate of 600 liters (ℓ) per minute. How much power could a hydro plant generate? Assume plant efficiency () of 83%.  H = 25 m  Q = 600 ℓ/min × 1 m3/1000 ℓ × 1 min/60sec Q = 0.01 m3/sec   = 0.83  P  10QH = 10(0.83)(0.01)(25) = 2.075 P  2.1 kW 68 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 69. Example 1b How much energy (E) will the hydro plant generate each year?  E = P×t E = 2.1 kW × 24 hrs/day × 365 days/yr E = 18,396 kWh annually About how many people will this energy support (assume approximately 3,000 kWh / person)?  People = E÷3000 = 18396/3000 = 6.13  About 6 people 69 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 70. Example 2 Consider a second site with an effective head of 100 m and a flow rate of 6,000 cubic meters per second (about that of Niagara Falls). Answer the same questions.  P  10QH = 10(0.83)(6000)(100) P  4.98 million kW = 4.98 GW (gigawatts)  E = P×t = 4.98GW × 24 hrs/day × 365 days/yr E = 43,625 GWh = 43.6 TWh (terrawatt hours)  People = E÷3000 = 43.6 TWh / 3,000 kWh People = 1.45 million people  (This assumes maximum power production 24x7) 70 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 72. Production Expense Comparison 72 Wisconsin Valley Improvement Company, http://www.wvic.com/hydro-facts.htm
  • 73. Capital Costs of Several Hydro Plants Note that these are for countries where costs are bound to be lower than for fully industrialized countries 73 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 74. Estimates for US Hydro Construction  Study of 2000 potential US hydro sites  Potential capacities from 1-1300 MW  Estimated development costs  $2,000-4,000 per kW  Civil engineering 65-75% of total  Environmental studies & licensing 15-25%  Turbo-generator & control systems ~10%  Ongoing costs add ~1-2% to project NPV (!) 74 Hall et al. (2003), Estimation of Economic Parameters of US Hydropower Resources, Idaho National Laboratory hydropower.id.doe.gov/resourceassessment/ pdfs/project_report-final_with_disclaimer-3jul03.pdf
  • 75. Costs of Increased US Hydro Capacity 75 Hall, Hydropower Capacity Increase Opportunities (presentation), Idaho National Laboratory, 10 May 2005 www.epa.gov/cleanenergy/pdf/hall_may10.pdf
  • 76. Costs of New US Capacity by Site 76 Hall, Hydropower Capacity Increase Opportunities (presentation), Idaho National Laboratory, 10 May 2005 www.epa.gov/cleanenergy/pdf/hall_may10.pdf
  • 77. High Upfront Capital Expenses  5 MW hydro plant with 25 m low head  Construction cost of ~$20 million  Negligible ongoing costs  Ancillary benefits from dam  flood control, recreation, irrigation, etc.  50 MW combined-cycle gas turbine  ~$20 million purchase cost of equipment  Significant ongoing fuel costs  Short-term pressures may favor fossil fuel energy production 77 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 80. Ecological Impacts  Loss of forests, wildlife habitat, species  Degradation of upstream catchment areas due to inundation of reservoir area  Rotting vegetation also emits greenhouse gases  Loss of aquatic biodiversity, fisheries, other downstream services  Cumulative impacts on water quality, natural flooding  Disrupt transfer of energy, sediment, nutrients  Sedimentation reduces reservoir life, erodes turbines  Creation of new wetland habitat  Fishing and recreational opportunities provided by new reservoirs 80
  • 81. Environmental and Social Issues  Land use – inundation and displacement of people  Impacts on natural hydrology  Increase evaporative losses  Altering river flows and natural flooding cycles  Sedimentation/silting  Impacts on biodiversity  Aquatic ecology, fish, plants, mammals  Water chemistry changes  Mercury, nitrates, oxygen  Bacterial and viral infections  Tropics  Seismic Risks  Structural dam failure risks 81
  • 82. Hydropower – Pros and Cons Positive Negative Emissions-free, with virtually no CO2, NOX, Frequently involves impoundment of large SOX, hydrocarbons, or particulates amounts of water with loss of habitat due to land inundation Renewable resource with high conversion Variable output – dependent on rainfall and efficiency to electricity (80+%) snowfall Dispatchable with storage capacity Impacts on river flows and aquatic ecology, including fish migration and oxygen depletion Usable for base load, peaking and pumped Social impacts of displacing indigenous storage applications people Scalable from 10 KW to 20,000 MW Health impacts in developing countries Low operating and maintenance costs High initial capital costs Long lifetimes Long lead time in construction of large 82 projects
  • 83. Three Gorges – Pros and Cons 83 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 85. Energy Policy Act of 2005 Hydroelectric Incentives  Production Tax Credit – 1.8 ¢/KWh  For generation capacity added to an existing facility  (non-federally owned)  Adjusted annually for inflation  10 year payout, $750,000 maximum/year per facility  A facility is defined as a single turbine  Expires 2016  Efficiency Incentive  10% of the cost of capital improvement  Efficiency hurdle - minimum 3% increase  Maximum payout - $750,000  One payment per facility  Maximum $10M/year  Expires 2016  5.7 MW proposed through June 2006 85
  • 86. World Commission on Dams  Established in 1998  Mandates  Review development effectiveness of large dams and assess alternatives for water resources and energy development; and  Develop internationally acceptable criteria and guidelines for most aspects of design and operation of dams  Highly socially aware organization  Concern for indigenous and tribal people  Seeks to maximize preexisting water and energy systems before making new dams 86
  • 87. Other Agencies Involved  FERC – Federal Energy Regulatory Comm.  Ensures compliance with environmental law  IWRM – Integrated Water & Rsrc Mgmt  “Social and economic development is inextricably linked to both water and energy. The key challenge for the 21st century is to expand access to both for a rapidly increasing human population, while simultaneously addressing the negative social and environmental impacts.” (IWRM) 87
  • 89. Hydro Development Capacity 89 hydropower.org
  • 90. Developed Hydropower Capacity 90 World Atlas of Hydropower and Dams, 2002
  • 91. Regional Hydropower Potential 91 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 92. Opportunities for US Hydropower 92 Hall, Hydropower Capacity Increase Opportunities (presentation), Idaho National Laboratory, 10 May 2005 www.epa.gov/cleanenergy/pdf/hall_may10.pdf
  • 93. Summary of Future of Hydropower  Untapped U.S. water energy resources are immense  Water energy has superior attributes compared to other renewables:  Nationwide accessibility to resources with significant power potential  Higher availability = larger capacity factor  Small footprint and low visual impact for same capacity  Water energy will be more competitive in the future because of:  More streamlined licensing  Higher fuel costs  State tax incentives  State RPSs, green energy mandates, carbon credits  New technologies and innovative deployment configurations  Significant added capacity is available at competitive unit costs  Relicensing bubble in 2000-2015 will offer opportunities for capacity increases, but also some decreases  Changing hydropower’s image will be a key predictor of future development trends 93 Hall, Hydropower Capacity Increase Opportunities (presentation), Idaho National Laboratory, 10 May 2005 www.epa.gov/cleanenergy/pdf/hall_may10.pdf
  • 94. Next Week: Wind Energy 94
  • 95. Extra Hydropower Slides Included for your viewing pleasure 95
  • 97. World Hydropower 97 Boyle, Renewable Energy, 2nd edition, Oxford University Press, 2003
  • 98. Major Hydropower Producers  Canada, 341,312 GWh (66,954 MW installed)  USA, 319,484 GWh (79,511 MW installed)  Brazil, 285,603 GWh (57,517 MW installed)  China, 204,300 GWh (65,000 MW installed)  Russia, 173,500 GWh (44,700 MW installed)  Norway, 121,824 GWh (27,528 MW installed)  Japan, 84,500 GWh (27,229 MW installed)  India, 82,237 GWh (22,083 MW installed)  France, 77,500 GWh (25,335 MW installed) 1999 figures, including pumped-storage hydroelectricity 98 “Hydroelectricity,” Wikipedia.org
  • 99. Types of Water Wheels 99
  • 100. World Energy Sources 100 hydropower.org
  • 101. Evolution of Hydro Production OECD: most of Europe, Mexico, Japan, Korea, Turkey, New Zealand, UK, US 101 iea.org
  • 102. Evolution of Hydro Production OECD: most of Europe, Mexico, Japan, Korea, Turkey, New Zealand, UK, US 102 iea.org
  • 103. Schematic of Impound Hydropower 103
  • 104. Schematic of Impound Hydropower 104
  • 105. Cruachan Pumped Storage (Scotland) 105
  • 106. Francis Turbine – Grand Coulee 106
  • 107. Historically…  Pumped hydro was first used in Italy and Switzerland in the 1890's.  By 1933 reversible pump-turbines with motor- generators were available  Adjustable speed machines now used to improve efficiency  Pumped hydro is available at almost any scale with discharge times ranging from several hours to a few days.  Efficiency = 70 – 85% 107 http://www.electricitystorage.org/tech/technologies_technologies_pumpedhydro.htm
  • 108. Small Horizontal Francis Turbine 108
  • 109. Francis and Turgo Turbine Wheels 109