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TARBELA
DAM
KEY
FACTS
| Dam
Type: |
Earth
and Rockfill |
| Height:
|
485
ft. (above riverbed) |
| Reservoir
Area: |
95
sq. miles |
| Gross
Storage Capacity: |
11.62
MAF |
| Live
Storage Capacity: |
9.7
MAF |
| Main
Spillway Capacity: |
6.5
million cusecs |
| Year
of Completion: |
1977 |
| Geology
& Bedrock: |
Alluvium
under Main Dam and Limestone, Phyllite and Schist under the
Abutment |
| Power
Generation: |
3,478
MW |
|
HISTORIC
DEVELOPMENT
In
April 1948, India diverted the flow of the Ravi, Sutlej and Beas
rivers, an act, which threatened irrigated cultivation in Pakistan.
That same year, in an effort to mitigate the consequences of possible
interference by India with the supplies of the canals feeding from
those rivers, Pakistan embarked on a program of link canal construction
to enable the transfer of water between rivers.
Until
1967, the entire irrigation system of Pakistan was fully dependent
on unregulated flows of the Indus and its major tributaries. The
agricultural yield was very low for a number of reasons, the most
important being a lack of water during critical growing periods.
This problem stemmed from the seasonal variations in the river flow
and the absence of storage reservoirs to conserve the vast amounts
of surplus water during periods of high river discharge.
Tarbela
Dam was the second such development, which was constructed to reduce
the shortcomings and strengthen the irrigation system. Approved
by the World Bank in 1965, its construction started in 1968. The
expected time of completion of the dam was April 1975, but it was
built ahead of schedule and the test filling of the reservoir stated
in July 1974. A serious problem occurred in all four tunnels at
water levels of 1462 and the reservoir had to be depleted. After
rectification, the dam was completed in 1977 but normal operation
of the reservoir could not start before the kharif of 1978.
THE
TARBELA DAM PROJECT
The
Tarbela Dam is the largest earth and rockfill dam of the world.
It was constructed as part of the Indus Basin Settlement Plan. The
primary function of the Tarbela project was to regulate the Indus
River flows for the benefit of irrigation. A secondary function
is the generation of electric power. Incidental benefits include
limited flood control of the Indus River, a substantial contribution
to tourism, commercial fishing possibilities and added employment
opportunities during and after construction.
The
reservoir was completed in 1977 with units 1 - 4 providing 700 MW
of power. Units 5 - 8 of 700 MW were added in 1982. Units 9-10 of
350 MW were completed in 1985 and finally units 11 - 14 of 1,728
MW were completed in 1992-93, making the total power generation
capacity of Tarbela Dam 3,478 MW.
MAIN
ELEMENTS OF TARBELA DAM
The
principal elements include:
-
An
earth and rockfill embankment across the entire width of the
main Indus river valley and the attributed reservoir. The main
embankment dam is 9,000 feet long. It involved 138 million yards3
of fill, which makes it the largest dam in the world.
On
Left Bank:
- Two
auxiliary earth and rockfill embankments to close saddles at the
upstream end of a side valley.
- Two
spillways discharging into the side valley.
- A
tunnel through the left abutment to provide controlled releases
for irrigation downstream.
On
the Right Bank:
- A
group for tunnels through the right abutment to provide for river
diversion (during last phase of construction), regulated power
and irrigation releases.
- A
small diameter tunnel for irrigation to the Gandaf plateau.
- A
powerhouse and a switchyard.
THE BASIN
The
Indus basin above Tarbela consists of two areas quite dissimilar
in their characteristics. The larger part of approximately 158,000
km2 is about 960 km long and 160 km wide. It lies between the great
Karakoram and Himalayan ranges and its axis is oriented generally
southeast-northwest. Perpetual snowfields and glaciers occupy about
one quarter of the area.
The
smaller and lower drainage area of approximately 10,360 km2 lying
immediately upstream of the dam site and extending northward to
the southern slope of Himalayas is open to monsoon storms coming
from the south. Runoff from this area is derived from rainfall chiefly
during the monsoon period.
FINANCIAL
BENEFITS
The
total project cost including power units 1-14 was US$ 2.63 billion
with local and foreign currency components in almost equal proportions.
The
rupee cost was met entirely by the Government of Pakistan while
the Tarbela Development Fund was established in 1968 to take care
of the foreign currency requirements. The balance amount of the
Indus Basin Development Fund was diverted and bilateral loan agreements
were signed with several European countries, Canada and USA. In
1980, an agreement with Saudi Arabia, Kuwait and Abu Dhabi had to
be entered to augment the fund.
The
benefits of the project can directly calculated by the availability
of water and generation of power. The calculations in the table
have disregarded the other benefits of Tarbela such as national
security against upstream riparian, flood mitigation, recreation,
etc
| Year |
Water |
Power |
Total
Benefits |
| |
Storage
Releases |
Rs.
900 per Ac-Ft |
Generation |
Rs.
0.3 per Ac-Ft |
|
| July to
June |
MAF |
Benefit,
Rs. Million |
MKWH |
Benefit,
Rs. Million |
Rs. Million |
| 1996-97 |
9.15 |
8,235 |
14,230.17 |
4,269.05 |
12,504.05 |
| 1997-98 |
8.66 |
7,794 |
15,084.90 |
4,525.47 |
12,319.47 |
| 1998-99 |
9.04 |
8,136 |
16,377.84 |
4,913.35 |
13,049.35 |
| 1999-00 |
8.71 |
7,837 |
14,747.64 |
4,424.29 |
12,261.49 |
SILTING
OF TARBELA DAM
The
River Indus carries a large volume of suspended sediments. It was
analyzed on the basis of measurements carried out by the Irrigation
Research Institute and WAPDA through a rating curve on discharge
that the annual suspended sediment load at Darband was 430 million
ton per year or 0.26 MAF per year.
It
was assumed that the trap efficiency will be 100% until the gross
capacity reduces to 4.5 MAF, thereafter, the trap efficiency will
reduce to a uniform rate of 60%. The useful efficiency of Tarbela
based on these assumptions was expected to be 50 years.
THE
TARBELA WATERSHED MANAGEMENT PROJECT
The
primary objective of this project was to prolong the life of Tarbela
reservoir through improved methods of land-use and implementation
of watershed management practices in the catchment area above Tarbela
dam. The project, besides reducing silt entry into Tarbela reservoir,
has also improved the following:
- socio-economic
condition of the people living in the area by improvement of land
with consequent increase in agriculture,
- forest
and range-land produce,
- increase
in sub-soil water resources and perennial stream flows,
- minimizing
runoff with consequent reduction in flood hazards and
- environmental
protection of the area
The
Tarbela Watershed Management Project started in 1971 with the inception
of the Tarbela Dam Project. It has been financed throughout by the
World Food Program and also later by KfW. The project is said to
have increased the life of Tarbela reservoir by 27 years.
The
watershed management practices include reforestation of bare and
denuded lands, development of range-lands, improvement of cultivated
fields by land leveling/ improvement of terraces and structural
works such as silt trap storages, spillways, check dams, retaining
diversion walls and gully control structures.
THE
RESSETLEMENT ISSUE
The
Tarbela Dam Project initially estimated that 100 villages would
be submerged and the inhabitants will have to be displaced, but
in fact 120 villages were submerged, affecting 96,000 people.
Depending
on the size of land holding and type of irrigation practiced, two-thirds
of the affectees were provided replacement land and the rest were
given cash compensation. However, according to a survey conducted
in 1996, there were 1953 families still waiting for possession of
allotted land.
REFERENCES
1.
Tippetts-Abbett-McCarthy-Stratton Consulting Engineers, "Tarbela
Dam Project Completion Report on Design and Construction",
1984.
2. Pakistan Water and Power Development Authority, "Annual
Report 1999-2000", 2001.
3. Engr. Dr Izhar ul Haq, "Barrages and Dams in Pakistan"
for Pakistan Engineering Congress, 1990.
4. Dr. Bashir A Chandio and Ms Nuzhat Yasmin, "Proceedings
of the National Workshop on Water Resources Achievements and Issues
in 20th Century and Challenges for the Next Millennium", Pakistan
Council of Research in Water Resources, June 1999.
5. Asim R. Khan, M. Kaleem Ullah, Saim Muhammad, "Water Availability
and Some Macro Level Issues Related to Water Resources Planning
and Management in the Indus Basin Irrigation System in Pakistan",
2002.
6. Centre of Excellence in Water Resources Engineering, Lahore,
"Proceedings - Water for the 21st Century: Demand, Supply,
Development and Socio- Environmental Issues", June 1997.
7. Asian Development Bank - TA, Water Resources Sector Strategy,
"National Water Sector Profile", April 2002
8. Dr. Nazir Ahmad, "Water Resources of Pakistan", Miraj
uddin Press, Lahore September 1993.
9. Asianics, "A Case Study of Tarbela Dam", a report for
the World Commission on Dams, 2001.
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