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Title: Small Scale Hydropower Project Design General Aspects


1
Renewable Energy and Energy Efficiency
Partnership (REEEP) Training workshop for GTIEA
Cogen Africa ProjectsNovember 10 11,
2007Nairobi, Kenya
1
2
Presentation Outline
  • Hydropower in General
  • Fundamentals of Small Hydro Technologies
  • Barriers to the Development Implementation of
    SHP
  • New Financing Model for SHP

3
Hydropower in General Aspects How Hydropower
Works
  • Water constantly moves through a vast global
    cycle, evaporating from lakes and oceans, forming
    clouds, precipitating as rain or snow, then
    flowing back down to the ocean.
  • Hydropower is using water to power machinery or
    make electricity.
  • Hydropower uses water as fuel that is not reduced
    or used up in the process. Because the water
    cycle is an endless, constantly recharging
    system, hydropower is considered a renewable
    energy.

3
4
  • Water into watts
  • To determine the power potential of the water
    flowing in a river or stream it is necessary to
  • determine both the flow rate of the water and the
    head through which the water can be made to fall.
  • The flow rate is the quantity of water flowing
    past a point in a given time. Typical flow rate
    units are l/s or m3/s. The head is the vertical
    height, in m, from the turbine up to the point
    where the water enters the intake pipe or
    penstock.
  • The potential power can be calculated as follows
    Theoretical power (P) Flow rate (Q) x Head (H)
    x Gravity (g) 9.81 m/s2 ) Where Q is in m3/s, H
    in m and g 9.81 m/s2 ) then, P 9.81 x Q x H
    (kW)

5
Types of Hydropower Facilities
L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
5
6
Advantages and Disadvantages of Hydropower
  • Advantages
  • Hydropower is fuelled by water, so it's a clean
    fuel source.
  • Hydropower doesn't pollute the air like power
    plants that burn fossil fuels, such as coal or
    diesel.
  • Hydropower relies on the water cycle, which is
    driven by the sun, thus it's a renewable power
    source.
  • Hydropower is generally available as needed
    engineers can control the flow of water through
    the turbines to produce electricity on demand.
  • Hydropower plants provide benefits in addition to
    clean electricity. Impoundment hydropower creates
    reservoirs that offer a variety of recreational
    opportunities, notably fishing, swimming, and
    boating. Most hydropower installations are
    required to provide some public access to the
    reservoir to allow the public to take advantage
    of these opportunities.
  • Other benefits may include water supply and flood
    control if you have storage scheme.

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
6
7
Advantages and Disadvantages of Hydropower - cont
  • Disadvantages
  • Fish populations can be impacted if fish cannot
    migrate upstream past impoundment dams to
    spawning grounds or if they cannot migrate
    downstream to the ocean. Remedies are fish
    ladders or elevators, or by trapping and hauling
    the fish upstream by truck. Other remedies can be
    by maintaining a minimum spill flow past the
    turbine.
  • Hydropower can impact water quality and flow.
    Hydropower plants can cause low dissolved oxygen
    levels in the water, which can be remedied by
    various aeration techniques, which oxygenate the
    water.
  • Hydropower plants can be impacted by drought.
    When water is not available, the hydropower
    plants can't produce electricity. What is the
    remedy for this ? Subject for discussion for
    all!!!

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
7
8
B. Fundamentals of SHP Technologies Design and
General Aspects
8
L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
9
Introduction to Small Scale Hydropower
  • 1st Question Why bother develop it after all?'
    Why not leave waterfalls and the beautiful
    landscape intact? Exercise for the
    participants!!
  • The following elements will be covered
  • The Process of Evaluating a Site
  • The water resources and its potential
  • Civil Engineering Works
  • Electromechanical Equipment
  • Economical Considerations Evaluation

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
9
10
The Process of Evaluating a Site
  • Identification of the Site
  • Evaluation of the water resources available for
    the plant and consequentially its annual energy
    production
  • Preliminary Definition and Cost Evaluation of the
    Plant
  • Preliminary Evaluation of Economics of the Scheme
    after researching on financial alternatives,
    benefits available from governments, tax
    incentives, etc.
  • Review of Regulatory requirements and its
    administrative procedures.

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
10
11
The Water Resources and its Potential
  • Hydrology
  • Velocity-Area method
  • Dilution Methods
  • Flow measuring structures e.g rectangular weir,
    V-noth weirs, flumes.
  • Slope-Area method
  • Sizing a power plant
  • FDC provides means of determining quickly how
    much of the available water resources can be used
    by turbines of different sizes.
  • Power available from flow varies with time since
    Q is varying is given by P QH?? where Q is
    discharge, H is net head, ? is specific weight of
    water (9.81 kN/m3), ? is overall efficiency (may
    initially est. to be 0.8).
  • Annual energy production
  • Can be estimated to a 1st approximation by
    measuring the usable area under the FDC,
    converting to an actual qty of water in m3 in a
    specific time, multiplying that by 9.8 and the
    net head (averaged) and mean efficiency
    (estimated). The result is annual energy in kJ
    which is converted to kWh by dividing by 3600.

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
11
12
Typical Basic Layout Schematic Diagram
Civil Engineering Works
L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
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Civil Engineering Works
  • Dams/Weirs has 2 functions
  • To increase the available head
  • To create a reservoir to store water
  • Intakes have the following functions
  • To conduct water into the penstock or power
    canal/tunnel
  • To minimise the amount of debris and sediment
    carried by the incoming water.
  • Waterways
  • Tunnels/Canals these convey water either
    directly or via penstock to the turbines
  • Forebay designed to provide only enough storage
    to provide extra volume needed during the turbine
    start-up
  • Penstocks these are pressure pipes conveying
    water to the turbines
  • Tailraces these return water back to rivers
    after passing thru the turbines
  • Powerhouse location for turbines, generators,
    etc
  • lt100 m head, the size of P/Hse concrete volume
    are a function of turbine size
  • gt100 m head, the size is governed by diameter of
    the generator casing.

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
13
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Electromechanical Equipment
  • Hydraulic Turbines They convert potential energy
    to mechanical energy. 3 categories of
    conventional turbines
  • Kaplan Propeller turbines these are axial flow
    reaction turbines used for low head
  • Francis turbines these are radial flow reaction
    turbines with fixed runner blades and adjustable
    guide vanes used for medium heads.
  • Peltons these are impulse turbines with single
    or multiple jets, each jet issuing thru a nozzle
    with a needle to control the flow. They are used
    for both medium and high heads.

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
14
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Electromechanical Equipment-cont.Classification
of Turbine types
L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
15
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Electromechanical Equipment-cont.
Turbine types based on Head and Discharges
L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
16
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Electromechanical Equipment - cont
  • Turbines Type, geometry and dimensions depends
    primarily on
  • Net head
  • Rated (design) discharge
  • Specific speed, Ns determines the type basic
    shape of the runner other parts of the unit.
    NNsH(5/4)/vP where N is synchronous speed in
    rpm (N(60f)/of poles), H is head and P is power
  • Runaway speed theoretical speed that can be
    attained when hydraulic power is at its max and
    electrical load is disconnected.
  • Ratio power to net head
  • Cost, of course!!

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
17
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Electromechanical Equipment-cont.
  • Generators these transform mechanical energy to
    electrical energy. There are two choices
    Synchronous alternators equiped witha DC
    excitation system and Asynchronous Generator
    which draws excitation from the grid.
  • Control equipment
  • Governors that can be mechanical or electrical
  • Switchgear panel and protection
  • Automatic control
  • Powerstation auxiliary electrical equipment
  • Station service transformer
  • DC control power supply
  • Outdoor substation

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
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Economical Considerations
  • Preamble Profitability of a scheme is a function
    its capital and of the revenues from the sale of
    electricity.
  • Main parameters influencing costs and revenues
  • Type of turbine
  • Number of Units turbines with murtiple runners
    or multiple nozzles
  • Speed of rotation
  • Turbine setting
  • Control equipment
  • Size of powerhouse
  • Sale of electricity

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
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Economical Considerations-cont
  • Type of turbine
  • For the same head, certain turbines are more
    difficulty to manufacture than others
    consequently they are more expensive. E.g for low
    heads, a Propeller is cheaper than a Kaplan
    designed for the same rated discharge. In medium
    heads, a cross-flow turbine is cheaper than a
    Francis whose runner is more complex.
  • Number of Units
  • Turbines with multiple runners or multiple
    nozzles
  • Speed of Rotation
  • Higher specific speed mean smaller turbine
    dimensions and higher speed generators. Since the
    turbine cost decreases with an increase in speed,
    there is a major incentive to use ever higher
    specific speed. Furthermore, in small units, if
    the speed is high enough, a standard generator
    may be directly coupled to the turbine, thus
    saving the cost of the gear box

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
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Economical Considerations-cont
  • Turbine Setting
  • The negative aspect of high specific speeds,
    requiring a deeper setting to avoid cavitation,
    must also be included in the assessment
  • Additional foundation excavation
  • Extra dewatering costs
  • Higher costs of draft tube gate because of higher
    tailwater head etc
  • Control Equipment
  • Turbines like Kaplan with double regulation (if
    both runner blades guide vanes are adjustable)
    require a more complex control system that
    increases the costs. But others like the Pelton
    wheel accept rather rudimentary control system
    like a deflector infront of the nozzle.

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
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Economical Considerations-cont
  • Size of the Powerhouse
  • The powerhouse concrete volume can be determined
    based on a number of units and their throat
    diameter. Often the cost of the civil work is
    higher than the cost of the equipment. Reducing
    the cost of the unit size decreases the cost of
    the powerhouse.
  • Sales of electricity
  • The revenue from the sale of electricity produced
    by one unit is given by the following equation
  • R9.81QHnnTa where
  • Q is discharge in m3/s
  • Hn is net head in m
  • n is overall efficiency of the system running
    time
  • Ta is electricity tarriff

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
22
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Economical Evaluation
  • Static Methods
  • Payback (recovery or break even period) Method
    determines of years required for invested
    capital to be offset by resulting benefits.
  • Return on Investment Method calculates average
    annual, net of yearly costs, such as
    depreciation, as a percentage of the original
    book value of the investment.
  • Dynamic Methods these take into account total
    costs benefits over the life of the investiment
    and the timing of the cash flow
  • Net Present Value (NPV)
  • Benefit-Cost ratio (B/C)
  • Internal Rate of Return (IRR)

L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
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C. Barriers Challenging the Development
Implementation of SHPs
  • Investor confidence is lacking
  • Financing Financial institutions are generally
    not familiar with small hydropower sector.
  • Technical capability The engineering and
    consulting firms in Africa have limited
    experience with carrying out F/S, design
    Construction of SHP. Without high quality
    assessment F/S then investment will not come in
    this sector
  • Lack of infrastructure for manufacturing,
    installation and operation. Most of the countries
    in Africa do not have any facility to manufacture
    even the most rudimentary turbines or parts that
    might be critical in maintenance of the schemes.

25
Barriers Challenging the Development
Implementation of SHPs - cont
  • Policy Regulatory uncertainty Gvt policies in
    most EATTA countries generally support
    development of SHP but there are no clear
    targeted regulations incentives for
    specifically promoting independent generation for
    captive use or for feeding into the grid and
    public private partnership for rural
    electrification.
  • Market Uncertainty lack of clear rules to allow
    the sale of power produced by SHP, say beyond tea
    factory limits the size of projects reduces
    of financially attractive SHP.
  • Lack of entrepreneurial Culture amongst our
    selves i.e. cant take calc. risks,
    determination, perseverance, creativity

26
D. New Financing Model for SHP
  • This is an entrepreneurial centered approach
    featuring a combination of services and
    financing.
  • Under this model, a financier works to bring
    small, privately owned companies together with a
    commercial investor to back SHPs.
  • The financier provides a range of services to
    privately owned coys who want to supply clean
    electricity to their factories and communities
    around to help them improve their lives and
    income
  • The financier provides the following services
  • Accepting project risks
  • Offering convertible debt (i.e. Debt that may be
    converted to equity) at reasonably attractive
    terms.
  • Providing debt and equity financing options
    appropriate for the size of the entreprise and
    market conditions
  • Providing support services to the developer b4
    and after an investment
  • Forstering partnership and relationship with
    social investors and partial risk sharing lenders

Sunday, November 15, 2009
L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
26
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D. New Financing Model for SHP - cont
  • The entrepreneurial model should work as follows
  • The financier provides first the seed money to
    pay for legal, engineering or environmental
    preparation
  • The funding can range from USD 100,000 to USD 3
    Million depending on the size of the project and
    it is a case by case. For our case, if we are
    superimpose GTIEA Project - FSP phase on this
    model, the seed money comes to about USD 2.8
    Million.
  • The financier acts like as an advisor helping and
    entrepreneur with the business plan development ,
    working with banks to get the construction
    funding, negotiating PPAs and training developers
    on approaches to business management and
    expansion.
  • Once an enterprise begin to meet its objectives,
    it may be appropriate to provide a growth loan

Sunday, November 15, 2009
L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
27
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D. New Financing Model for SHP - cont
  • The entrepreneurial model would look like

Sunday, November 15, 2009
L.B. Kassana/Training Workshop for GTIEA Cogen
Africa Projects -Nairobi Kenya, Nov 9-10, 2007
28
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CONCLUSION
  • Small hydro has proven itself as a major
    contributor to electrification in developing
    countries, e.g China India as examples where
    small hydro has been developed in large parts of
    the countries.
  • The interest in small hydro on the African
    continent as emerged over the last couple of
    years, has resulted in a number of projects that
    will pave the way for large scale introduction of
    small hydro. The current interest by African
    Governments, international donors, development
    banks and the private sector in increasing energy
    access in Africa will facilitate the uptake of
    this robust, environmentally friendly form of
    energy. GTIEA Project is a result of this
    interest!
  • The challenge upon us now is to maintain the
    momentum created and ensure that the current
    interest will be translated into more small hydro
    plants installed.
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