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Hydro Power Presented by : Prof. Javed Taili
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Page 1: Hydro p-s(r)

Hydro Power

Presented by : Prof. Javed Taili

Page 2: Hydro p-s(r)

Power Stations based on source energy

Fuels :-– Solid fuels Coals Thermal power station– Liquid fuels Diesel Diesel power station– Gaseous fuels Gas Biogas plant

Water :- Hydro power station Nuclear power :- Atomic power station Wind power :- Wind mills Solar power Tidal power

Page 3: Hydro p-s(r)

Advantages of Hydro power

Once the dam is built, the energy is virtually free A clean source of renewable energy Has the capacity to provide base and peak-load Has the capacity to follow demand fluctuations almost

instantly Offers a quick response to failings in power grids No waste or pollution produced Much more reliable than wind, solar or wave power

Page 4: Hydro p-s(r)

Disadvantages of Hydro power

The dams are very expensive to build Building a large dam will flood a very large area

upstream, causing problems for animals that used to live there

Finding a suitable site can be difficult - the impact on residents and the environment may be unacceptable

Water quality and quantity downstream can be affected, which can have an impact on plant life.

Page 5: Hydro p-s(r)

How Hydropower Works!

Hydrologic cycle

Page 6: Hydro p-s(r)

How Hydropower Works! (ctd…)

Water from the reservoir flows due to gravity to drive the turbine.

Turbine is connected to a generator.

Power generated is transmitted over power lines.

Page 7: Hydro p-s(r)

POTENTIAL

Page 8: Hydro p-s(r)

Potential

THEORETICAL- The maximum potential that exists. TECHNICAL- It takes into account the cost involved

in exploiting a source (including the environmental and engineering restrictions)

ECONOMIC- Calculated after detailed environmental, geological, and other economic constraints.

Page 9: Hydro p-s(r)

UNDP estimates

Theoretical potential is about 40,500 TWh per year. The technical potential is about 14,300 TWh per year. The economic potential is about 8100 TWh per year. The world installed hydro capacity currently stands at 694

GW. In the 1980s the percentage of contribution by

hydroelectric power was about 8 to 9%. Currently the percentage of contribution by hydroelectric

power is close to 20% of the total energy generation.

Page 10: Hydro p-s(r)

Global Installed Capacity

Page 11: Hydro p-s(r)

Under Construction…

Page 12: Hydro p-s(r)

The Indian Scenario

The potential is about 84000 MW at 60% load factor spread across six major basins in the country.

Pumped storage sites have been found recently which leads to a further addition of a maximum of 94000 MW.

The possible installed capacity is around 150000 MW (Based on the report submitted by CEA to the Ministry of Power)

Page 13: Hydro p-s(r)

India’s Basin wise potential

Rivers Potential at 60%LF (MW) Probable installed capacity (MW)

Indus 19988 33832

Ganga 10715 20711

Central Indian rivers 2740 4152

West flowing 6149 9430

East flowing 9532 14511

Brahmaputra 34920 66065

Total 84044 148701

Page 14: Hydro p-s(r)

TECHNOLOGY

Page 15: Hydro p-s(r)

Technology

HydropowerTechnology

Impoundment Diversion Pumped

Storage

Page 16: Hydro p-s(r)

Impoundment facility

Page 17: Hydro p-s(r)

Dam Types

Arch Gravity Buttress

Page 18: Hydro p-s(r)

Arch Dams

Arch shape gives strength Less material (cheaper) Narrow sites Need strong foundation

Page 19: Hydro p-s(r)

Concrete Gravity Dams

Weight holds dam in place that increase stability

Resist sliding and crushing Lots of concrete (expensive)

Page 20: Hydro p-s(r)

Buttress Dams

Face is held up by a series of supports

Flat or curved face Water tight dam

Page 21: Hydro p-s(r)

Dams Construction

Page 22: Hydro p-s(r)

Pumped Storage

During Storage, water pumped from lower reservoir to higher one.

Water released back to lower reservoir to generate electricity.

Page 23: Hydro p-s(r)

Pumped Storage

Operation : Two pools of Water

Upper pool – impoundment Lower pool – natural lake,

river or storage reservoir Advantages :

– Production of peak power– Can be built anywhere

with reliable supply of water The Raccoon Mountain project

Page 24: Hydro p-s(r)

Sizes of Hydropower Plants

Definitions may vary. Large plants : capacity >30 MW Small Plants : capacity b/w 100 kW to 30 MW Micro Plants : capacity up to 100 kW

Page 25: Hydro p-s(r)

Large Scale Hydropower plant

Page 26: Hydro p-s(r)

Small Scale Hydropower Plant

Page 27: Hydro p-s(r)

Micro Hydropower Plant

Page 28: Hydro p-s(r)

Micro Hydropower Systems

Many creeks and rivers are permanent, i.e., they never dry up, and these are the most suitable for micro-hydro power production

Micro hydro turbine could be a waterwheel Newer turbines : Pelton wheel (most common) Others : Turgo, Crossflow and various axial flow turbines

Page 29: Hydro p-s(r)

Generating Technologies

Types of Hydro Turbines: – Impulse turbines

Pelton Wheel Cross Flow Turbines

– Reaction turbines Propeller Turbines : Bulb turbine, Straflo, Tube Turbine,

Kaplan Turbine Francis Turbines Kinetic Turbines

Page 30: Hydro p-s(r)

Impulse Turbines

Uses the velocity of the water to move the runner and discharges to atmospheric pressure.

The water stream hits each bucket on the runner. No suction downside, water flows out through turbine

housing after hitting. High head, low flow applications. Types : Pelton wheel, Cross Flow

Page 31: Hydro p-s(r)

Pelton Wheels

Nozzles direct forceful streams of water against a series of spoon-shaped buckets mounted around the edge of a wheel.

Each bucket reverses the flow of water and this impulse spins the turbine.

Page 32: Hydro p-s(r)

Pelton Wheels (continued…)

Suited for high head, low flow sites.

The largest units can be up to 200 MW.

Can operate with heads as small as 15 meters and as high as 1,800 meters.

Page 33: Hydro p-s(r)

Cross Flow Turbines

drum-shaped elongated, rectangular-

section nozzle directed against curved vanes on a cylindrically shaped runner

“squirrel cage” blower water flows through the

blades twice

Page 34: Hydro p-s(r)

Cross Flow Turbines (continued…)

First pass : water flows from the outside of the blades to the inside

Second pass : from the inside back out Larger water flows and lower heads than the

Pelton.

Page 35: Hydro p-s(r)

Reaction Turbines

Combined action of pressure and moving water. Runner placed directly in the water stream

flowing over the blades rather than striking each individually.

lower head and higher flows than compared with the impulse turbines.

Page 36: Hydro p-s(r)

Propeller Hydropower Turbine

Runner with three to six blades. Water contacts all of the blades

constantly. Through the pipe, the pressure

is constant Pitch of the blades - fixed or

adjustable Scroll case, wicket gates, and a

draft tube Types: Bulb turbine, Straflo,

Tube turbine, Kaplan

Page 37: Hydro p-s(r)

Bulb Turbine

The turbine and generator are a sealed unit placed directly in the water stream.

Page 38: Hydro p-s(r)

Others…

Straflo : The generator is attached directly to the perimeter of the turbine.

Tube Turbine : The penstock bends just before or after the runner, allowing a straight line connection to the generator

Kaplan : Both the blades and the wicket gates are adjustable, allowing for a wider range of operation

Page 39: Hydro p-s(r)

Kaplan Turbine

The inlet is a scroll-shaped tube that wraps around the turbine's wicket gate.

Water is directed tangentially, through the wicket gate, and spirals on to a propeller shaped runner, causing it to spin.

The outlet is a specially shaped draft tube that helps decelerate the water and recover kinetic energy.

Page 40: Hydro p-s(r)

Francis Turbines

The inlet is spiral shaped. Guide vanes direct the water

tangentially to the runner. This radial flow acts on the

runner vanes, causing the runner to spin.

The guide vanes (or wicket gate) may be adjustable to allow efficient turbine operation for a range of water flow conditions.

Page 41: Hydro p-s(r)

Francis Turbines (continued…)

Best suited for sites with high flows and low to medium head.

Efficiency of 90%. expensive to design,

manufacture and install, but operate for decades.

Page 42: Hydro p-s(r)

Kinetic Energy Turbines

Also called free-flow turbines. Kinetic energy of flowing water used rather than potential

from the head. Operate in rivers, man-made channels, tidal waters, or

ocean currents. Do not require the diversion of water. Kinetic systems do not require large civil works. Can use existing structures such as bridges, tailraces and

channels.

Page 43: Hydro p-s(r)

Hydroelectric Power Plants in India

Baspa II Binwa

Page 44: Hydro p-s(r)

Continued …

Gaj Nathpa Jakri

Page 45: Hydro p-s(r)

Continued…

Rangit Sardar Sarovar

Page 46: Hydro p-s(r)

ENVIRONMENTAL IMPACT

Page 47: Hydro p-s(r)

Positive impacts

Environmental impacts of Hydro• No operational greenhouse gas emissions• Savings (kg of CO2 per MWh of electricity):

– Coal 1000 kg– Oil 800 kg– Gas 400 kg

• No SO2 or NOX Non-environmental impacts

– flood control, irrigation, transportation, fisheries and– tourism.

Page 48: Hydro p-s(r)

Negative impacts

The loss of land under the reservoir. Interference with the transport of sediment by the dam. Problems associated with the reservoir.

– Climatic – seismic effects.

Page 49: Hydro p-s(r)

Loss of land

A large area is taken up in the form of a reservoir in case of large dams

This leads to reduction in fertile rich soil in the flood plains, forests and even mineral deposits

Power per area ratio is evaluated to quantify this impact Usually ratios lesser than 5 KW per hectare implies that the plant needs more land area than competing renewable resources

Page 50: Hydro p-s(r)

Interference with Sediment transport

Rivers carry a lot of sediments. Creation of a dam results in the deposition of sediments on

the bottom of the reservoir. Land erosion on the edges of the reservoir due to

deforestation also leads to deposition of sediments.

RIVER Kg/m3

Yellow River 37.6

Colorado 16.6

Amur 2.3

Nile 1.6

Page 51: Hydro p-s(r)

Climatic and Seismic effects

It is believed that large reservoirs induce have the potential to induce earthquakes.

In tropics, existence of man-made lakes decreases the convective activity and reduces cloud cover. In temperate regions, fog forms over the lake and along the shores when the temperature falls to zero and thus increases humidity in the nearby area.

Page 52: Hydro p-s(r)

Some major/minor induced earthquakes

DAM NAME COUNTRY HEIGHT (m) VOLUME OF RESERVOIR (m3)

MAGNITUDE

KOYNA INDIA 103 2780 6.5

KREMASTA GREECE 165 4650 6.3

HSINFENGKIANG CHINA 105 10500 6.1

BENMORE NEW ZEALAND

118 2100 5.0

MONTEYNARD FRANCE 155 240 4.9

Page 53: Hydro p-s(r)

Other problems

Many fishes require flowing water for reproduction and cannot adapt to stagnant resulting in the reduction in its population.

Heating of the reservoirs may lead to decrease in the dissolved oxygen levels.

Other water-borne diseases like malaria, river-blindness become prevalent.

Page 54: Hydro p-s(r)

Methods to alleviate the negative impact

Creation of ecological reserves. Limiting dam construction to allow substantial free

flowing water. Building sluice gates and passes that help prevent fishes

getting trapped.

Page 55: Hydro p-s(r)

ECONOMICS OF HYDRO POWER

Page 56: Hydro p-s(r)

Local HP Economics

Development, operating, and maintenance costs, and electricity generation

First check if site is developed or not.

If a dam does not exist, several things to consider are: land/land rights, structures and improvements, equipment, reservoirs, dams, waterways, roads, railroads, and bridges.

Development costs include recreation, preserving historical and archeological sites, maintaining water quality, protecting fish and wildlife.

Page 57: Hydro p-s(r)

Construction Costs

Hydro costs are highly site specific Dams are very expensive Civil works form two-thirds of total cost

– Varies 25 to 80% Large Western schemes: $ 1200/kW Developing nations: $ 800 to $ 2000/kW Compare with CCGT: $ 600 to $800/kW

Page 58: Hydro p-s(r)

Production Costs

Compared with fossil-fuelled plant

– No fuel costs

– Low O&M cost

– Long lifetime

Page 59: Hydro p-s(r)

Case study

Page 60: Hydro p-s(r)

Sardar Sarovar Dam

Project planning started as early as 1946.

Project still under construction with a part of the dam in operation.

A concrete gravity dam, 1210 meters (3970 feet) in length and with a maximum height of 163 meters

Page 61: Hydro p-s(r)

The gross storage capacity of the reservoir is 0.95 M. ha.m. (7.7 MAF) while live storage capacity is 0.58 M.ha.m. (4.75 MAF).

The total project cost was estimated at Rs. 49 billion at 1987 price levels.

There are two power houses project- 1200 MW River Bed Power House and 250 MW Canal Head Power House. Power benefits are shared among Madhya Pradesh, Maharashtra and Gujarat in the ratio of 57:27:16 respectively.

Page 62: Hydro p-s(r)

Environmental Protection measures

About 14000 ha of land has been afforested to compensate for the submergence of 4523 ha of land.

Formation of co-operatives, extensive training to the fisherman, providing infrastructure such as fish landing sites, cold storage and transportation etc.

Surveillance & Control of Water related diseases and communicable diseases.

Page 63: Hydro p-s(r)

Rehabilitation & Resettlement

Individual benefits like grant of minimum 2 ha. of land for agricultural purpose of the size equal to the area of land acquired.

Civil and other amenities such as approach road, internal roads, primary school building, health, centre, Panchayat ghar, Seeds store, Children's park, Village pond, Drinking water wells, platform for community meetings, Street light electrification, Religious place, Crematorium ground etc. are provided at resettled site.  

Page 64: Hydro p-s(r)

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