| Home

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.
Back
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.
Back
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.
Back
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)
Reservoir
Full
supply level - 438 m.
Gross storage capacity - 722 million m3
Surface water area - 2270 Ha
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
Back
Tunnel
Length - 5646 metres
Diameter of tunnel
(inside concrete lining - 6.2 metres)
Depth of surge chamber - 116 meters
Power Station :
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)
Back
|