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INTRODUCTION

HYDRO POWER

1) One of the most widely used renewable source of energy for generating electricity on large scale basis is hydropower

2) The power obtained from river or ocean water is called as hydropower

3) Hydropower is the renewable source of energy since water is available in large quantities from rain, rivers, and oceans and this is will be available for unlimited time to come

HISTORY

- Nearly 2000 years ago the Greeks used water wheels to grind wheat into flour

- In the 1700's, hydropower was broadly used for milling of lumber and grain and for pumping irrigation water

- Appleton, Wisconsin became the first operational hydroelectric generating station in the United States, in 1882, producing 12.5 kilowatts (kW) of power

- The total electrical capacity generated was equivalent to 250 lights

- The largest and last masonry dam built by the U.S. Bureau of Reclamation was the Roosevelt Dam in Arizona between 1905-1911; its power output has increased from 4,500 kW to 36,000 kW

- Still in use today, Niagra Falls was the first hydropower site developed for a vast quantity of electricity

TYPES OF HYDRO POWER PLANT

1) Water wheels

2) Hydro power plants

3) Wave energy from oceans

4) Tidal energy

5) Damless hydro power

Based on Quantity of Water Available

1) Run-off river hydro plants with pond

2) Run-off river hydro plants with pond

3) Reservoir hydroelectric power plants

Based on the Head of Water Available

1) Low head hydroelectric power plants

2)Medium head hydroelectric power plants

3) High head hydroelectric power plants

Based on the Nature of Load

1) Base load hydroelectric power plants

2) Peak load hydroelectric power plants

PRINCIPLE OF HYDRO POWER PLANT

WATER CYCLE

The continuous cycle in which water changes from water vapor in the atmosphere to liquid water through condensation and precipitation and then back to water vapor through evaporation, transpiration, and respiration

Water cycle in nature:

Water surface evaporation

Precipitation of clouds

Collected back to the oceans

VAPORATION

PRECIPITION

RAIN

Water cycle in the hydraulic power plant

Water energies: Kinetic energy , Potential energy

PROCESS / STAGES

1) Water in reservoir

2) Fall in turbine blade

3) Shaft rotation

4) Electric generation

5) Flow back of water

COMPONENT AND WORKING OF HYDRO POWER PLANT

1) Dam

What is dam

Location

Classification of dams

Storage dams

Diversion dams

Detention dams

Overflow dams

Rockfill dams

Gravity dams

Dam structure and design

Gravity dam

Storage dams

To impound water

Purpose - Irrigation

- Flood control

- Power generation

Diversion dams

For diversion

To provide sufficient pressure

Detention dams

To Minimize the effect of sudden floods

To trap sediment

Overflow dams

They carry water discharge over their crests

Rockfill dams

Rock instead of earth

Embankment dams hold back water by the force of gravity acting upon their mass

Gravity dams

Most gravity dams are made from concrete, a mixture of port land cement, water, and aggregates

They are much thicker at the base than the top

2) Water reservoir

Place behind the dam

Height of water

Potential energy

3) Intake or control gates

Gates inside of the dam.

Inlet gates

4) The penstock

To carries the water

Controlled by the control gates

5) Water turbines

Convert HYDROLIC energy to MECHANICAL energy

6) Generators

Convert MECHANICAL energy in ELECTRICAL energy

7) Transformer

Converts the alternating current to high voltage current.

Two coils: the supply coil and the outlet coil.

Voltage required for various applications is 110V or 230V.

Numbers of turns in outlet coil are double of supply coil, the voltage produced is also double.

8) Tailrace

Pipeline to drain the water

The potential energy of water in the tailrace has been used to generate electricity

CASE STUDY OF “HIRAKUND DAM”

INTRODUCTION

Built across the Mahanadi river

Located about 15 km from Sambalpur in the state of Orissa in India.

HISTORY

Built in 1956

Length is about (26 km)

It was the first major multipurpose river valley project started after India's independence.

Construction history

Project was proposed by Sir M. Visveswararya

Foundation stone was laid by sir HOWTHRONE LEWIS on 15 march 1946

Pandit Jawaharlal Nehru laid the first batch of concrete on 12 April 1948.

The dam was completed in 1953 and was formally inaugurated by

Prime Minister Jawaharlal Nehru on 13 January 1957

The total cost of the project was Rs. 100.02 crores (in 1957).

Power generation along with agricultural irrigation started in 1956, achieving full potential in 1966

Geography

Hirakund is located at 21°31′N 83°52′E21.52°N 83.87°E

It has an average elevation of 160 meters (524 feet)

Demographics

As of 2001 India census Hirakund had a population of 26,397

Hirakund has an average literacy rate of 70%

Power generation

Nearly about 307 MW

Structure

The Hirakud Dam is a composite structure of earth, concrete and masonry

Ten km north of Sambalpur, it is the longest major earthen dam in the world

The main dam has an overall length of 4.8 km spanning between two hills; the Lamdungri on the left and the Chandili Dunguri on the right.

It also forms the biggest artificial lake in Asia, with a reservoir holding 743 km² at full capacity, with a shoreline of over 640 km..

People affected from the Dam Construction

Nearly 1.5 lakh people got affected by the Hirakud project.Nearly 22,000 family were displaced under the Hirakud dam project, an amount of Rs 12 crores was provided for payment of compensation to the affected people

Details

Total length of Dam : 15,748 Feet or 4800 Meter

Concrete Dam : 3,937 Feet or 1200 Meter

Earth Dam : 11,811 Feet or 3600 Meter

Left Dyke : 32,274 Feet or 9837 Meter

Right Dyke : 35,299 Feet or 10759 Meter

Maximum Height of Masonary Dam :200 Feet or 61 Meter

Maximum Height of Earth Dam :195 Feet or 59.5 Meter

Catchment Area : 83,400 km²

Total Power Capacity :275.5 MW

SALIENT FEATURES

(A)

(a)

(b)

HYDROLOGICAL :-

Catchment

Rain fall(mm)

(B)

-

-

83400 Sq. Kms (32200 sq miles)

Original Revised

DAM AND RESERVOIR

Top dam level R.L 195.680M.

(R.L.642 ft.)

Dead storage level R.L 197.830 M (R.L 590 Ft)

(c) SPILLWAY

Spillway capacity 42450 cumecs (15 lakhs cusecs)

Crest level - R.L. 185.928 M ( R.L. 610 ft.)

(D) POWER GENERATION:

Installed Capicity

At Burla - 5 x 37.5

2x24.0 = 235.50 MW

At Chiplima - 3x24 = 72.00 MW

Total = 307.50 MW

ADVANTAGES & DISADVANTAGES OF

HYDRO POWER PLANT

Advantages

1) No fuel required

2) Cost of electricity is constant

3) No air-pollution is created

4) Long life

5) Cost of generation of electricity

6) Can easily work during high peak daily loads

7) Irrigation of farms

8) Water sports and gardens

9) Prevents floods

DISADVANTAGES

1) Disrupts the aquatic ecosystems

2) Disruption in the surrounding areas

3) Requires large areas

4) Large scale human displacement

5) Very high capital cost or investment

6) High quality construction

7) Site specific

8) Effects on environment

9) Safety of the dams

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