The Victoria Dam is located across the Mahaweli ganga immediately
upstream of the Victoria falls rapids at about 130 miles from
the river mouth. The site is about 72 aerial miles east of Colombo.
4 miles from Teldeniya. There is a good road from Colombo to
Teldeniya distance about 84 miles. The present access from Teldeniya
to the site is along the jungle track 4 miles long. The nearest
railway station is Kandy.
Construction
work was ceremonially inaugurated on this Project by President
Jayawardana on August 14, 1978. It was ceremonially commissioned
on April 12th 1985.
Main contractors
for the Dam and Tunnel were the Joint British Venture, Balfour
Beatty Nuttal and the Power Station was contracted to Costan
International.
Victoria
dam is the highest dam in Sri Lanka and has the largest Power
Station in the country. It consists of a double curvature
arch dam of maximum height 122m (400ft), a circular concrete-lined
tunnel of 6 meters diameter (19.7ft) leading to 3 Francis
turbines, each of 70 MW capacity and generating 780 GIGA Watt
hours, housed in a reinforced concrete power station 52 m
(170ft) long and 30m (98ft) wide. The dam which is located
between the Hulu ganga confluence and the Mahaweli ganga rapids
called Victoria Falls measures 507m (1663ft) along
the crest. The catchment area at this dam site is 1869 sq
km(730sq miles) and the gross capacity of the reservoir is
728 M cu.m.(500,800 acre feet) at a full supply level of 438
m(1437 ft). there is a 21 meter (69ft.)diameter concrete-lined
chamber to protect the tunnel from surge, effects.
Eight
radial gates 12.5 meters (41 ft)wide and 6.5meters (21 ft)
high are provided for the dam so designed as to open automatically
when pre-determined water levels are reached. The design of
these radial gates which require power only for closing, won
an award for innovation in Civil Engineering from the Institute
of Civil engineering (UK) for the consultants who designed
them. The effective width of the over spill is 100 meters
(328ft) and allows a maximum discharge capacity of 8,200 cu.m.per
second (289,542 cusecs) under a head of 11 meters (36 ft).
Two low level sluices are provided in the dam for drawing
down the reservoir at initial filling or any subsequent time
and also to pass silt which may accumulate immediately above
the dam.
The Consultants
for the civil engineering works are Sir Alexander Gibb and
Partners of U.K. and for the electro-mechanical part, M/s
Basic
Features
The catchment
area of the river above the dam site is 730 sq.miles. up stream
of this site, the Polgolla dam for the diversion of a maximum
flow of 2,000 cusecs has been constructed and is in operation.
Detailed investigations and feasibility studies for the construction
of a dam acroos the Kotmale Oya. A major upper right bank
tributary of the Mahaweli Ganga are being prepared and are
in its final stages of completion.
The drainage area of the reservoir is situated in the central
hills ranging up to about 8,000 ft.
The long term mean annual runoff at the dam site is 2,430
thousand acre feet of which 1.100 thousand ax.ft is presently
being diverted at Polgolla.
Dam
and Reservoir
The dam
is located in the deep valley of the Mahaweli ganga just above
the Victoria Falls rapids. The engineering geologic conditions
of the dam site are favourable. The foundation will be of
hard slightly fractured granulated gneiss deposited at depths
8 to 17 ft in fragmented and weathered rock. The shape of
the valley and the geologic conditions are favourable for
the construction of an arch will have a maximum height of
338 feet and the length along the crest will be 1400ft. the
middle part of the dam from the spillway, which will be furnished
with 4 radial gates 50 ft. wide and 30 ft. high. The spillway
will reduce flood peak of 0.1% frequency of 225,000 cusecs
to 175,000 cusecs with a flood lift of 7 ft. above the normal
water surface elevation of 1410 MSL.
The gross
capacity of the reservoir is 415 thousand ac.ft the active
capacity 390 thousand ac.ft. which will have an annual regulated
discharge of 926 thousand ac.ft. for irrigation releases.
During shut down period and for emergency use
an under sluice of size 7x7 having a discharge capacity
of about 1200 cusecs, will be provided.
Historical
Background
The Victoria
project is located in an area of great scenic beauty, congenial
climate and of historic importance. The valley inundated below
the Polgolla barrage is considered by geographers as a a
misfit valley due to the precipitous nature in relation
to the large volume of water carried by the river. The climate
in the Victoria is broadly similar to that of Kandy, but the
rainfall is less and it is considered an area which has a
climate between the dry and wet zone types.
The area
affected by the project has played a very significant role
in the religious, cultural and historical development of Sri
Lanka. The evidence of early human settlement is shown from
the Brahmi inscriptions found at the ancient temples at Goawatte
and Bambaragala, which date back to the first century B.C.
During the 15th century an area which is covered with water
has played a very significant role in the politics of the
time, particularly in view of the fact that some of the decisive
battles have been fought against the foreign invading armies
in this area. There were palaces of Sinhalese Kings situated
in this area, and even today many of the inhabitants of this
area perform various rituals connected with the temple of
the Sacred Tooth relic of Lord Buddha in Kandy.
The
Main Physical Components of the Project
The average
rainfall within the Victoria project area
mm.
(Victoria project consists of a high concrete arch dam, a
four mile long tunnel and power station)
Completed
Project
Voctoria Project
Reservoir
Full supply level - 438 m.
Gross storage capacity - 722 million m3
Surface water area - 2270 Ha |
Turbines
Type
- Francis
Design (net head) - 190 meters
Speed of rotation - 333 revs/mm
Generators
Type
- Semi umbrella
Generating voltage - 12.5 kv
Energy production capability - 686 GWH/ year (firm)
Energy production capability - 284 GWH/ year (initial)
(Sources Projects and Programme 1989)
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Main
Dam :Double Curvation Arch Dam
Dam
Crest Length - 520 m
Dam Height (above foundation) - 122 m (max.)
Crest Roadway level - 442.5 metres MSL
Minimum thickness - 6 m
Maximum thickness - 25 m
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Tunnel
Length
- 5646 metres
Diameter of tunnel
(inside concrete lining - 6.2 metres)
Depth of surge chamber - 116 meters
Power Station :
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