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Location
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Looking
southwards from Haputale, on a clear day, across the tea covered
slopes that plunge beneath one’s feet, an ocean of wild green
comes into view, broken only by the glistening water of Hambegamuwa
tank. This is the vast undeveloped expanse of wilderness that lies
on the left bank of the Walawe Ganga. The Belihul Oya, that cascades
down from near ‘world’s end’ is one of the most
picturesque headstreams of the Walawe Ganga. Further west is the
main Walawe Ganga itself, having its source close to Samanala Kanda
hallowed by the footprint of the Buddha. These are the headstreams
of the Walawe Ganga, that rise in the well-watered central hill
massif of the Island. Four other major streams, the Katupath oya,
the Kuda oya, the main river on the right bank, and the Mau ara
flows into it on the left bank a few miles below the confluence
of the Hulanda oya.
The
Walawe basin, drained by these and smaller water courses, covers
an area of 956 square miles (612,000 acres)
The
rainfall in the upper reaches of the basin is over 100 inches per
year on the average, while at Ambalantota near the river mouth,
it is below 40 inches per year. The river discharges 1,100,000 acre
feet of water into the sea annually. The development area under
the Walawe Basin Project, includes two small areas, extending on
the east upto the Malala oya and on the west upto Urubokka oya.
The
development area in the Walawe Basin has been covered by topographical
surveys. Smaller scale mapping done by the Hunting Survey Corporation,
cover the Walawe basin.
Uda Walawe Special Area Development
under the Accelerated Mahaweli development project
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Introduction
:
The
walawe irrigation system in Southern Sri Lanka draws water from
the Uda Walawe reservoir on the Walawe Ganga. There are two main
canals on the right and left banks respectively, which flow through
several smaller tanks on tributaries of the Walawe, and which cotribute
to the system’s water resources. The Walawe irrigation Improvement
Project area covers some 12,000 ha on the right bank.
In
January 1982 the Mahaweli Authority of Sri Lanka (MASL) took over
the project. MASL introduced measures to improve the overall operation
and management of the system. The ADB funded the Walawe Irrigation
Improvement Project in 1986. It aims to upgrade and improve the
extent and reliability for irrigation supplies through the rehabilitation
of the physical infrastructure works and the introduction of improved
systematic operating procedures.
Meanwhile
the left bank with a total area of 30,000 ha was only partly developed.
About 5,350 ha have been reclaimed so far in the northern half including
sugarcane area, 2,440 ha. but in the southern half thorn scrab land
still exists, where unproductive chena cultivation had been practiced
on small patches of land.
In
order to fully utilize facilities provided under the Walawe Project
so far, and ease the ever increasing population pressure in the
south of the country, the Sri Lanka government (GOSL) decided to
further develop the left bank and complete the Uda Walawe scheme
as originally planned.
In
1987, GOSL requested technical assistance from the Government of
Japan (GOJ), in undertaking of a feasibility study on the Walawe
Irrigation Upgrading and Extension Project (Left bank). The rehabilitation
work of 2,900 ha and irrigation extension work of 1,040 ha in the
old area has commenced with financial assistance of OECF Japan as
the Stage I project. The detailed design of irrigation extension
works of 5,152 ha including basic rural infrastructure has been
commenced with financial assistance of OECF in December 1997.
In
1993, GOSL requested grant aid from the Japan Government for the
implementation of urgently required development components of the
formulated Walawe Irrigation Upgrading and Extension project, consisting
of
i.
Improvement of two rural main roads, 31 km long with asphalt pavement
and the construction of one bridge across the Walawe river
ii. Construction of water supply facilities at Suriyawewa town
iii. Procurement of water takers
The construction works had been carried out from April 1994 and
completed in December 1995.
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Present Status :
Walawe
Left Bank Irrigation Upgrading and Extension Project
As
at Daily News paper on 17th August 2005-08-18
The
fourth and final phase of the massive Rs. 7.5 billion Walawe Left
Bank Development (WLBD) Project which aims to create 25,000 new
job opportunities will be ceremonially inaugurated on 17th August
2005.
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History :
The
fourth stage of the Walawe Left Bank Development Project costing
Rs. 1.1 billion, aims at clearing 1,572 hectares of jungle area
for agriculture purposes to settle 2,684 families in this newly
developed area.
The
WLBD project was undertaken under the financial assistance of the
Government of Japan through the Japan Bank for International Co-operation.
(JABIC)
The
total area to be developed under the WLBD project is 12,000 hectares,
out of which 5,150 hectares will be developed as new agriculture
lands.
A
total of 8,700 families will be settled in the newly developed area
of which 5,700 will be farmer families.
A
special features of the forth and final phase of the project is
the promotion of cultivation of vegetable, fruits, banana and other
crops instead of paddy.
Only
716 hectares have been earmarked for paddy cultivation under this
phase while the balance 856 hectares will be cleared for the cultivation
of vegetables, fruits and other crops.
It
is estimated that 22,000 metric tons of paddy, 26,000 metric tons
of vegetables and fruits and 19,000 metric tons of banana will be
added to the national production with the completion of the WLBD
project.
Studies
reveal that 25,000 new job opportunities will arise with the completion
of the WLBD project and approximately 17,000 others will find employment
in the agriculture sector.
Walawe
Left Bank Irrigation Upgrading and Extension Project
Phase II (SL-P48)
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Background
The
Walawe rive basin covers and area of 2,442 square Km.starting from
the central massif of Sri Lanka to the southern coast in Ranna /
Hambantota area. Hundred of small irrigation tanks constructed during
the ancient times are scattered throughout the Walawe Basin.
In
early 1960s, the government having decided to develop the Walawe
basin for irrigation and hydropower completed a feasibility study
based on that, construction of Uda Walawe multi purpose reservoir
was completed by the government in 1967 using its own resources.
Subsequently, Asian Development bank (ADB) provided two soft loans
for the development of irrigation and social infrastructure in the
entire right bank area and part of the Left bank area.
Meanwhile,
the left bank area with a gross extent of 30,000 ha was only partly
development bringing the northern half consisting of 5,350 ha that
includes sugarcane area of 2,450 ha and 2,900 ha for paddy and other
crops under irrigation. But southern part of the Left bank remained
undeveloped up to 1993.
Subsequently,
under JICA grant aid, a main road from Padalangala to Mirijawila
and provision of drinking water supply facilities to Sooriyawewa
town ere completed in 1996 which was an impetus for further development
of southern part of the Left Bank area.
As
a result, improvement to the irrigation system in the existing area
with 2,900 ha and new irrigation facility to 1,100 ha under phase
I of the project was completed in 2000 with Japanese assistance.
Japan has also provided financial assistance for construction of
irrigation and social infrastructure facilities in 5,150 ha of the
extension area including rehabilitation of Uda Walawe dam under
phase II project which is now in progress.
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Project Goal
Increase
income and improve living standards of farmers of Walawe Left Bank
Project by creating environment friendly income generating opportunities
and increasing production through efficient and optimum use of land
and water resources thereby encourage farmers to take-up commercial
agriculture.
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Project
objectives
-
Provide irrigable land for landless,
- Increase agriculture production (other food crops, vegetables,
industrial crops as well as paddy),
- Increase employment opportunities in the project area,
- Mitigate environmental degradation,
- Contribute to the southern area development and regional economy,
- Alleviate poverty through development of irrigation and drainage
systems and social infrastructure,
- Manage irrigation water efficiently though rehabilitation of Uda
Walawe reservoir facility,
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Project Components
-
Development of 5,150 ha of new irrigable lands
- Settlement of 8,950 families (including 5,800 farm and 3,150 non
farm families)
- Rehabilitation of Uda Walawe Reservoir Spillway and Appurtenant
structure
- Supply of Electricity
- Supply of O & M equipment
- Promotion of commercial agriculture with efficient use of available
resources
- Environmental conservation
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Project Parameters
Command
Area - 5150 ha
No. of Farm lots Paddy - 1858
No. of Farm lots OFC - 3935
Length of Main canal - 19.0 km
Canals
Length of Branch canal - 24.0 km
D - Canals - 103.0 km
F - Canal - 358 km
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Tanks
High tanks - 45 Nos.
Low Tanks - 19 Nos.
Main Drains - 28 km
Branch Drains - 30 km
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Roads
Market Roads - 50.0 km
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History of the Walawe Development Project
Background
In
1962, a feasibility study of the Uda walawe reservoir was conducted
for the purposes of irrigation development of 32,000 ha in net and
settlement of people in the southern dry zone of the country, and
hydropower development as well.
The
Uda Walawe dam was completed in 1967 and water was released in 1968.
Initially the system was operated by the River Valleys Development
Board (RVDB).
The
Uda walawe project consists principally of a Reservoir at Uda Walawe,
created by a 2 ½ mile long Dam across the Walawe Ganga 3
mile long canal reaching out to Urubokka Oya on the west and a 40
mile long canal extending up to Malala Oya on the east. The Uda
Walawe reservoir intercepts 455 square miles of the Walawe Basin
yielding 830,000 acre feet of water annually. The maximum depth
of the reservoir at full supply is 90 feet, and the water surface
area is 7,700 acres. The reservoir will hold 194,000 acre feet of
water while the useful storage is 180,000 acre feet. (as Walawe
Symposium 1968)
Project
Cost: Rs. Mn.
Dam
- Rs. 60 m
Total estimated cost - Rs.135 m
(as
at Walawe Symposium 1968)
Total
Project Cost - $26,455,000 (US $1 = Rs.5.95)
Foreign exchange component - $ 8,990,000
Loan from Special Fund - $ 7,705,000
Loan – ordinary capital res. - $ 885,000
Technical asst.grant basis - $ 400,000
(Asian
Development Bank (ADB) provided loans for the Walawe Development
Project in 1970-1979) and the Walawe Irrigation Improvement Project
in 1986-1993.) Between 1972 and 1981 the total area irrigated increased
from 3,600 ha to 11,000 ha. During the 1970 through 1980s, priority
was given to the development of the Right Bank covering 12,000 ha
of irrigable land. Meanwhile, only 4,400 ha have been reclaimed
so far in the northern half of the left bank, but the southern half
still remains unproductive.
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Chronological
list of events in Uda Walawe basin development
Year
Event Command Storage
1900s
Construction of Ukgalkaltota Anicut
(Irrigation Department) 670 ---
1930s
Construction of Liyagastota anicut & 5010 27.1
Ridiyagama Tank (Irrigation Dept.)
1948
Plans and specifications for Walawe Dam
and power plant (Engineering Consl. Inc.)
1960
Reconnaissance survey of the resources of
The Walawe Ganga basin (Photographic
Survey Corporation Ltd)
1960-1962
Design of Uda walawe Reservoir
( Engineering Consultants Inc.)
1964
Completion of Chandrikawewa Reservoir 2020 27
(Irrigation Department) (active,10)
1964
Tendering for dam with alternative dam
Plan (techno export)
1967
Feasibility study of downstream
Development (Hunting Technical services)
1968
Completing of Dam 268
(active,240) 1969 Appraisal of downstream development 32724
(ADB) (actual)
1979
Project Completion Report (ADB) 13288
(planned)
1981 The Walawe River Basin was declared as
‘Special Area’
1982
MASL took over the responsibility under
The Ministry of Mahaweli Development
1984
Feasibility study of rehabilitation
(SOGREAH)
1984
Appraisal of Rehabilitation (ADB) 31606
23106
16238
1986 Inception report on rehabilitation (MMP)
(Sir M MacDonald & Partners Ltd)
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The
Project Extent
The Uda Walawe reservoir constructed across Walawe Ganga at Uda
Walawe has a capacity of 268 million cubic meters (MCM) or 217,800
ac.ft. The irrigated area is fed through two main canals, one on
the Right Bank and the other on the Left Bank. These canals flow
through several smaller tanks on tributaries of the Walawe basin
which also contribute to the overall project water resources. The
RBMC is a single banked canal for most of its 40.9 km and therefore
collects some direct runoff from the adjacent higher ground. The
Right Bank Main Canal empties into Chandrikawewa 17 km below the
main reservoir and then takes off through a regular at the southern
end to supply water to the balance 24 km of the RBMC.
Right
Bank Main Canal :
The number of farm families is around 10,000. An extent of 9700
ha out of a total of 12,000 ha in the RB system is cultivated at
present. The RBMC in Walawe serves Six branch canals and 54 distributary
canals which are grouped into five administrative blocks.
Left
Bank Main Canal :
Existing canals serve an area of 6744 ha irrigation area. The design
discharge of the Left Bank Main Canal LBMC is 28m3/sec for the entire
length of 31 km providing irrigation water to three administrative
blocks including the Sevanagala Sugar Corporation area. Approximately
43 km of distributary canals were being supplied by water from the
LBMC in 1993. Two medium tanks, Habaralu and Kiriban tanks and several
small tanks are interconnected through this canal and supply irrigation
water to their own local commands.
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Proposed
Left Bank Extension Area project in 2000
The
area of 5152 ha will extend the existing left bank canal to south.
Many small tanks with the command area ranges from 10 to 70 ha are
distributed within the extension ara, of which 16 tanks are now
working condition. Some of those tanks form cascade systems with
several tanks connected by natural streams. Upon the completion
of the development, supplemental water will be supplied to those
tanks from the extended LBMC.
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Extent
of Land
Description
:
Below
Command area
Farm
Area - 22,350
Irrigable area - 12,270 Law land
Upland - 4,451
Other extent - 3,895
(Infrastructure, tanks &
Reservoirs)
Total - 30,696
Above
command area
Settlement
area - 3,881
Town development - 699
Other areas - 20,424
Total
- 25,003
Grand
Total - 55,700 ha
Annual
Estimated population - 212,883 (as at 2004)
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Settlement Progress
Left
Bank
Farmer families - 7,156
Non farmer - 4,895
Right
bank
Farmer - 10697
Non farmer - 11,400
Sub families - 97
Sub Total - 34,245
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Agricuture in Uda Walawe
Food Crops : Extent Cultivated
Irrigated and Rainfed in hactares
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The main physical components of the project are
:
Headworks
Dam
and reservoir – gross storage 555 10 6 m 3
Link
tunnel from Mahaweli – capacity – 34 m3/s
Share
(with System C) of the Minipe right Bank Transbasin Canal in the
Mahaweli Valley
Left Bank Canal
Cpacity at headworks – 56.2 m3 /s
Right
Bank Canal
Cpacity at headworks – 32.5 m 3/s
Tertiary
systems, drainage, land levelling, etc
Homesteads
and settlements
Nonirrigation
infrastructure.Main and Branch Canal Systems – 248 km
PARAMETERS
Hydrology
1.
Catchment area 53 sq. km. (175 sq.mls.)
2. Average annual yield (1946-1976) 384.58x106m3 (311,700Ac.ft)
3. Maximum observed discharge (1955-1957) 382.4 cumecs (13,500 cusecs)
4. Spillway design flood (maximum proble) 4270 cumecs (150,773 cusecs)
5. 100 years design flood (river diversion) 2038 cumecs (71,962
cusecs)
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Reservoir
1.
Full supply level 95.5 m (313,32 ft)
2. Minimum drawdown elevation for irrigation 83.0 m (272,24 ft)
Minimum drawdown elevation for power 84.5 m (277.16 ft)
3. Gross storage upto ESL 555.0 x 106m3 (450,000 Ac.ft)
4. Dead storage 88.0 x 106m3 (71,500 Ac.ft)
5. Live storage capacity 467 x 106m3 (378,500 Ac.ft)
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