Hydro Power Technology.
By Emil Bedi, CANCEE and Hakan Falk, "Energy Saving Now".
TECHNOLOGY
In hydro power plants the kinetic energy of falling water is captured to generate electricity. A turbine and a
generator convert the energy from the water to mechanical and then electrical
energy. The turbines and generators are installed either in or adjacent to dams,
or use pipelines (penstocks) to carry the pressured water below the dam or
diversion structure to the powerhouse. The power capacity of a hydropower plant
is primarily the function of two variables: (1) flow rate expressed in cubic
meters per second (m3/s), and (2) the hydraulic head, which is the elevation
difference the water falls in passing through the plant. Plant design may
concentrate on either of these variables or both.
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From the energy conversion point of view, hydro power is a
technology with very high efficiencies, in most cases more than
double that of conventional thermal power plants. This is due to the fact
that a volume of water that can be made to fall a vertical distance,
represents kinetic energy which can more easily be converted into
the mechanical rotary power needed to generate electricity,
than caloric energies. Equipment associated with hydropower is
well developed, relatively simple, and very reliable. Because no
heat (as e.g. in combustion) is involved, equipment has a long life and
malfunctioning is rare. The service life of an hydroelectric plant is well
in excess of 50 years. Many plants built in the twenties - the first
heyday of hydroelectric power - are still in operation. Since
all essential operating conditions can be remotely monitored and adjusted
by a central control facility, few operating personnel are required on
site. Experience is considerable with the operation of hydropower
plants in output ranges from less than one kW up to hundreds of MW
for a single unit. |
TYPES OF HYDROPOWER FACILITIES
Hydropower technology can be categorized
into two types: conventional and pumped storage. Another way of classification
of hydro power plants is according to :
Rated power capacity (big or
small)
Head of water (low, medium and high heads)
The type of turbine used
(Kaplan, Francis, Pelton etc.)
The location and type of dam,
reservoir.
Conventional hydropower plants use the available water energy from a
river, stream, canal system, or reservoir to produce electrical energy.
Conventional hydropower can be further divided between impoundment and diversion
hydropower. Impoundment hydropower uses dam to store water. Water may be
released either to meet changing electricity needs or to maintain a constant
water level. Diversion hydropower channels a portion of the river through a
canal or penstock, but may require a dam. In conventional multipurpose
reservoirs and run-of-river systems, hydropower production is just one of many
competing purposes for which the water resources may be used. Competing water
uses include irrigation, flood control, navigation, and municipal and industrial
water supply.
PUMPED STOREGE PLANTS
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Pumped storage hydro-electricity is a remarkably simple principle.
To start with, two reservoirs at different altitudes are required. Water
stored at height offers valuable potential energy. During periods of high
electrical demand, the water is released to the lower reservoir to
generate electricity. When the water is released, kinetic energy is
created by the discharge through high-pressure shafts which direct the
water through turbines connected to generator/motors. The turbines power
the generators to create electricity. After the generation process is
complete, water is pumped back to the upper reservoir for storage and
readiness for the next cycle. The process usually takes place overnight
when electricity demand is at its lowest. While pumped storage
facilities are net energy consumers, they are valued by a utility because
they can be rapidly brought on-line to operate in a peak power production
mode. This process benefits the utility by increasing the load factor and
reducing the cycling of its base load units. In most cases, pumped storage
plants run a full cycle every 24 hours. |

COMPONENTS OF HYDRO POWER PLANT
Most conventional hydropower plants include
following major components:
Dam. Controls the flow of water and
increases the elevation to create the head. The reservoir that is formed is, in
effect, stored energy.
Turbine. Turned by the force of water
pushing against its blades.
Generator. Connects to the turbine and
rotates to produce the electrical energy.
Transformer. Converts electricity from
the generator to usable voltage levels.
Transmission lines. Conduct
electricity from the hydropower plant to the electric distribution system.
In some
hydro power plants also another component is present – penstock, which carries
water from the water source or reservoir to the turbine in a power plant.
TYPES OF TURBINES
The oldest form of “water turbine” is the
water-wheel. The natural head difference in water level of a stream is
utilised to drive it. In its conventional form the water-wheel is made of wood
and is provided with buckets or vanes round the periphery. The water thrusts
against these, causing the wheel to rotate. Traditional water wheels have been
used for centuries, but these large and slow-moving wheels are not suitable for
generating electricity. Water turbines used for electricity generation are made
from metals, rotate at higher speeds, and are much easier to build and install.
Over the years, many turbine designs have been developed to work best in
different situations.
Water turbines may be classified in different ways. One way of
classification is according to the method of functioning (impulse or reaction
turbine); another way is according to the design (shaft arrangement and feed of
water). Water turbines may operate as turbines, as pump turbines or as a
combination of both. They may be of the single regulated or double regulated
type. Turbines may also be classified according to their specific speed.
Impulse turbines use a nozzle at the end of the pipeline that converts the
water under pressure into a fast-moving jet. This jet is then directed at the
turbine wheel (also called runner), which is designed to convert as much of the
jet’s kinetic energy possible into shaft power. Common impulse turbines are
Pelton and cross-flow. In reaction turbines the energy of the water is converted
from pressure to velocity within the guide vanes and the turbine wheel itself.
Spinning of the turbine is a reaction to the action of the water squirting from
the nozzles in the arms of the rotor. The typical example of reaction turbine is
a Francis turbine. The advantage of small hydro power reaction turbine is
that it can use the full head available at a site. An impulse turbine must be
mounted above tailwater level. The advantage of impulse turbine is that it is
very simple and cheap and as the water flow varies , water flow to the turbine
can be easily controlled by changing nozzle size. In contrast most small
reaction turbines cannot be adjusted to accommodate variable water
flow.
Most hydraulic turbines consist of a shaft-mounted water-wheel or “runner”
located within a water-passage which conducts water from a higher location (the
reservoir upstream from a dam) to a lower one (the river below a dam). Some
runners look very similar to a boat propeller, others have more complex shapes.
The turbine runner is installed in a water passage that lets water from the
reservoir flow pass the runner blades, which makes the turbine spin.
Almost all hydraulic turbine/generator units turn at a constant speed. The
constant speed one type of turbine/generator operates at may be considerably
different from the speed of another. The best speed for each type of turbine is
set during design, and a generator is then designed that will produce usually
alternating current at that speed. A device called a governor keeps each unit
operating at its proper speed by operating flow-control gates in the
water-passage. There are several types of turbine designs like Pelton, Kaplan,
Francis or cross-flow turbine.
PELTON TURBINE
The
principle of the old water-wheel is embodied in the modern Pelton turbine. This
turbine has a similar look and physical principle like a classic water wheel. A
Pelton turbine is used in cases where large heads of water are available (more
than 40 m). The Pelton turbine is used for heads up to 2000 m. Below 250 m,
mostly the Francis turbines are given preference. Today the maximum output lies
at around 200 MW.
Together with crosflow turbines, Pelton turbines belong to
the impulse type (or free-jet) turbines, where the available head is
converted to kinetic energy at atmospheric pressure and partial admission of
flow into the runner. The free jet turbine was invented around 1880 by the
American Pelton, after whom it got its name. The greatest improvement that
Pelton made was to introduce symmetrical double cups. This shape is basically
still valid today. The splitter ridge separates the jet into two equal halves,
which are diverted sideways. The largest Pelton wheels have a diameter of more
than 5 m and weigh more than 40.000 kg. The wheel must be placed above the
tailrace water level, which means a loss of static head, but avoids watering of
the runner. In order to avoid an unacceptable raise of pressure in the penstock,
caused by the regulating of the turbine, jet deflectors are sometimes installed.
The deflector diverts the jet, or part of it, from the runner.
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Since then the turbine has been considerably improved in all
respects and the output of power has increased. Power is extracted from
the high velocity jet of water when it strikes the cups of the rotor
(runner). There is a maximum of 40 cup-like paddles jointed in two
half-cups each water is being squirted through nozzles onto the blades
where it is deflected by 180° and thus gives almost all of its energy to
the turbine. By the reversal almost all the kinetic energy is transferred
into force of impulse at the outer diameter of the wheel. Because of the
symmetry of the flow almost no axial force is created at the runner.
From the design point of view, adaptability exists for different
flow and head. Pelton turbines can be equipped with one, two, or
more nozzles for higher output. In manufacture, casting is commonly
used for the rotor, materials being brass or steel. This
necessitates an appropriate industrial infrastructure. Pelton turbines
require only very little maintenance. |
FRANCIS TURBINE
In the
great majority of cases (large and small water flow rates and heads) the type of
turbine employed is the Francis or radial flow turbine. The significant
difference in relation to the Pelton turbine is that Francis (and Kaplan)
turbines are of the reaction type, where the runner is completely submerged in
water, and both the pressure and the velocity of water decrease from inlet to
outlet. The water first enters the volute, which is an annular channel
surrounding the runner, and then flows between the fixed guide vanes, which give
the water the optimum direction of flow. It then enters the runner, which is
totally submerged, changes the momentum of the water, which produces a reaction
in the turbine. Water flows radially i.e., towards the centre. The runner is
provided with curved vanes upon which the water impinges. The guide vanes
are so arranged that the energy of the water is largely converted into rotary
motion and is not consumed by eddies and other undesirable flow phenomena
causing energy losses. The guide vanes are usually adjustable so as to
provide a degree of adaptability to variations in the water flow rate and in the
load of the turbine. The guide vanes in the Francis turbine are the
elements that direct the flow of the water, just as the nozzle of the Pelton
wheel does. The water is discharged through an outlet from the centre of
the turbine. In design and manufacture, Francis turbines are much more
complex than Pelton turbines, requiring a specific design for each
head/flow condition to obtain optimum efficiency. Runner and housing are usually
cast, on large units welded housings, or cast in concrete at site, are
common. With a Francis turbine, downstream pressure can be above
zero. Precautions must be taken against water hammer with this type of turbine.
Under the emergency stop, the turbine overspeeds. One would think that more
water is going through the turbine than before the trip occurred since the
turbine is spinning faster. However, the turbine has been designed to work
efficiently at the design speed, so less water actually flows through the
turbine during overspeed. Pressure relief valves are added to prevent water
hammer due to the abrupt change of flow. Besides limiting pressure rise, the
pressure relief valve prevents the water hammer from stirring up sediment in the
pipes. With a big variety of designs, a large head range from about
30 m up to 700 m of head can be covered. The most powerful Francis
turbines have an output of up to 800 MW and use huge amounts of water.
KAPLAN TURBINE
For very
low heads and high flow rates a different type of turbine, the Kaplan or
Propeller turbine is usually employed. In the Kaplan turbine the water
flows through the propeller and sets the latter in rotation. In this turbine the
area through the water flows is as big as it can be – the entire area swept by
the blades. For this reason Kaplan turbines are suitable for very large volume
flows and they have become usual where the head is only a few meters.
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The water enters the turbine laterally, is deflected by the guide
vanes, and flows axially through the propeller. For this reason,
these machines are referred to as axial-flow turbines. They have the
advantage over radial-flow turbines that it is technically simpler to vary
the angle of the blades when the power demand changes what improves the
efficiency of power production. The flow rate of the
water through the turbine can be controlled by varying the distance
between the guide vanes; the pitch of the propeller blades must then also
be appropriately adjusted. Each setting of the guide vanes corresponds to
one particular setting of the propeller blades in order to obtain
high efficiency. Important feature is that the blade speed is greater than
the water speed – as much as twice as fast. This allows a rapid rate of
rotation even with relatively low water speeds. Kaplan
turbines come in a variety of designs. Their application is limited
to heads from 1 m to about 30 m. Under such conditions, a relatively
larger flow as compared to high head turbines is required for a
given output. These turbines therefore are comparatively
larger. |
CROSS-FLOW (BANKI) TURBINE
The concept of the Cross-Flow turbine -although
much less well-known than the three big names Pelton, Francis and Kaplan
-is not new. It was invented by an engineer named Michell who obtained a
patent for it in 1903. Quite independently, a Hungarian professor with the
name Donat Banki, re-invented the turbine again at the university of
Budapest. By 1920 it was quite well known in Europe, through a series of
publications. There is one single company who produces this turbine since
decades, the firm Ossberger in Bavaria, Germany. More than 7000 such turbines
are installed world-wide, most of them made by Ossberger. The
main characteristic of the Cross-Flow turbine is the water jet of
rectangular cross-section which passes twice through the rotor blades
-arranged at the periphery of the cylindrical rotor - perpendicular to the
rotor shaft. The water flows through the blading first from the periphery
towards the centre, and then, after crossing the open space inside the
runner, from the inside outwards. Energy conversion takes place
twice; first when water falls down on the blades upon entry, and then when
water strikes the blades during exit from the runner. The use of two
working stages provides no particular advantage except that it is a very
effective and simple means of discharging the water from the runner.
The machine is normally classified as an impulse turbine. This is
not strictly correct and is probably based on the fact that the original design
was a true constant-pressure turbine. A sufficiently large gap was left between
the nozzle and the runner, so that the jet entered the runner without any
static pressure. Modern designs are usually built with a nozzle that covers a
bigger arc of the runner periphery. With this measure, unit flow is
increased, permitting to keep turbine size smaller. These designs work as
impulse turbines only with small gate opening, when the reduced flow does
not completely fill the passages between blades and the pressure inside
the runner therefore is atmospheric. With increased flow completely
filling the passages between the blades, there is a slight positive
pressure; the turbine now works as a reaction machine. Cross-Flow
turbines may be applied over a head range from less than 2 m to more than 100 m
(Ossberger has supplied turbines for heads up to 250 m). A large variety
of flow rates may be accommodated with a constant diameter runner, by
varying the inlet and runner width. This makes it possible to reduce the
need for tooling, jigs and fixtures in manufacture considerably. Ratios
of rotor width/diameter, from 0.2 to 4.5 have been made. For wide
rotors, supporting discs welded to the shaft at equal intervals prevent
the blades from bending. A valuable feature of the Cross-Flow turbine
is its relatively flat efficiency curve, which Ossberger are further
improving by using a divided gate. This means that at reduced flow, efficiency
is still quite high, a consideration that may be more important than a
higher optimum-point efficiency of other turbines. Due to low price and good
control these turbines are, however, very successful in the area of small
hydro-electric power plants.
BIG OR SMALL HYDRO?
Hydro power plants range in capacity between few hundred watts to more
than 10.000 MW. Classification between big and small is quite common where
usually all power plants with capacity larger than 10 MW are considered as big
and all others as small. Classification among small hydro power is also possible
and terms like micro or nano hydro with capacity less than 1 kW are also used in
literature. Nevertheless it is worthwhile looking at the specific
characteristics and basic differences between big and small power plants.
Big Hydropower
Big
hydropower stations are of a nature that requires a good infrastructure
such as roads (during construction) and access to a big market, resulting in
long high-tension grid systems and an extensive distribution system. It
serves a great number of individual consumers and supplies power to
electricity-intensive large industry. Big plants are usually
owned and operated by big companies or state enterprises. The skill requirements
in management, administration, operation and maintenance are considerable. Unit
cost of energy generation is relatively low. This is due to a decrease in
specific investment cost with rising plant size, and the probability of
higher load factors with a larger number of consumers. A problem is peak demand;
big numbers of consumers tend to have their maximum individual
demand during the same time-interval, which results in a largely
uncontrollable peak of demand that must be met with increased capacity,
such as standby installations and high cost pumped-storage.
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From the engineering point of view, big hydro power calls for
sophisticated technology in manufacturing electro-mechanical
equipment, and high standards of feasibility studies, planning and
civil construction activities, because the risks involved are great.
Long-term flow data are a necessity and gestation periods are long. It is
possible to apply computer design technology and highly specialised
fabrication technology to achieve very high performance efficiencies
that may reach 96 % in the case of turbines. Needless to say, this process
brings about very high cost, which however may be justified because
of the large scale, where equipment cost is generally a relatively
small fraction of total cost.Big-scale hydropower stations require
careful environmental considerations. Artificial lakes may change an
entire landscape and inundate sizeable areas of arable land. Positive
aspects are flood controlling capability and the creation of new
recreational sites (boating, fishing, camping) although it is obvious that
the benefits for recreation do not rise in proportion with size.
THE CONTEXT FOR BIG HYDROPOWER
STATIONS:
large centralised power demand;
large-scale industry, cities, urban areas
international,
national and regional grid-systems
big corporations or state
enterprises employing highly-skilled and well paid staff
depends on long term assessment of potential, long planning and
construction periods involving sophisticated technology
depending
on potential it can make a sizeable contribution to a nation’s commercial
energy requirements |
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