Mangla Dam

History Project Components Fisheries Principal Data Costs Benefits

 

History of Mangla Dam

 

As a consequence of the partition of the indo-Pakistan Sub-Continent , in 1947 India and Pakistan became independent sovereign states. The irrigation system which existed at that time was divided between  the two countries which resulted in an international water dispute which was finally resolved by signing of the Indus Water Treaty in 1960 under the aegis of World bank. The treaty assigned to India the three eastern rivers (Ravi, Beas and Sutlej) and to Pakistan the three Western rivers (Indus, Jhelum and Chenab, and provided for construction of transfer of irrigation supplies from the western rivers to areas in Pakistan formerly served by the eastern rivers. In addition it included construction of some development works to compensate for perpetual loss of eastern river's water. The works proposed under the Treaty were two dams, five barrages, one siphon and eight inter-river link canals. Mangla Dam on Jhelum and Tarbela on Indus river were the tow dams.

 

MAIN IDEA OF CONSTRUCTION

 

 
Mangla Dam project was actually conceived in 1950's as a multipurpose project to be constructed at a place called Mangla across river Jhelum located 20 miles upstream of Jhelum town. The initial investigation and its feasibility studies were completed in 1958. The project was later included in the Indus Basin project which was completed during 1960-71 except Tarbela Dam Project which started partial operation in 1975-76.  


The construction of Mangla Dam was started in 1962 and completed in 1967.

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PURPOSE OF THE PROJECT

   

Mangla dam is primarily a multi purpose project meant for effecting part replacement of water supplies of three eastern rivers from Jhelum river. Besides, it is designed to conserve and control flood water of river Jhelum through significant reduction in flood peaks and volumes at down streams by incidental use of the available storage space. The other by products are power generation to meet the power demand of the country, fish culture to provide protein rich diet, tourism to provide healthy recreation facilities to the people and navigation

Picture of OLD Mirpur (Water full Area) 1967 

 

 

Picture of Old Mirpur (1967)

Project Components

 

The project consists of two dams, tow dykes to contain reservoir, tow spillways for outflow regulations, intake structure with five tunnels, a power house and a tailrace canal. Various project components are briefly described
in following paras.
 

Main Dam

The Main Dam is located at Mangla on the river Jhelum.
It is an earth-fill type dam with maximum height of 380 ft. above river bed with a crest length of 11,000 ft (3,353 meters).
The Main Spillway is a gated concrete structure of submerged orifice type with nine radial gated 36'x40' capable of passing a peak flood of 870,000 cusecs at maximum conservation level of 1202 ft. S.P.D. The Main spillway consists of an approach channel head works, two-stage stilling basin with too chutes and pools separated by a weir and a tailrace channel leading into the river Jhelum.

 

Main Spillway and Gates of Mangla Dam

Jari Dam

It is located across Jari Nallah 17 miles from Main Dam off New Mirpur City. It is also an earth-fill Dam with maximum height of 274 ft. on river bed and a crest length of 14,500 ft. There is an irrigation tunnel of 7 ft. diameter discharging into Jari Nullah through a hydraulically operated irrigation valve with discharging capacity of 175 cusecs at full reservoir level. The releases through this tunnel ara made to supplement irrigation supplies during low reservoir level period when Jari pocket is separated from Main Reservoir at elevation 1110 ft SPD.
      Jari Kas Park is located at Jari. The distance from Mirpur City is 14 KM. Nice Park and Beautiful Public place for visitors. There is also a small cafeteria for refreshment.
 

 

Jari Kas Park

Sukian Dyke


It is located on south-east periphery of Main Reservoir with maximum height of 144 ft. and a crest length of 16,900 ft.
 

 

Picture Not Available

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Kakra Dyke

It is constructed on left rim of Jari Dam, with maximum height of 139 ft. and a crest length of 3,400 ft.

 

Picture Not Available

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Power House

The Power House has been constructed at the toe of intake embankment at the ground surface elevation of 865 ft. S.P.D. The water to Power House is supplied through five steel lined tunnel of 30/26 ft. diameter. Each tunnel is designed to feed two generating  units. The Present installed capacity at Power Station is 1000 Megawatts with 15% over load generating capacity at high reservoir level. The Power House tailrace discharges into New Bong Canal which has a length of 25,000 ft. with discharge capacity of about 49,000 cusecs, and terminates at an automatic gate control headworks at 7miles downstream located near old Bong Escape headworks.

 

Mangla Pwoer House


FISHERIES

 

 
The Scheme of Fisheries Development at Mangla is in operation since 1967. The Aim of This scheme is to enhance fish production in the reservoir by stocking it with quality fish seed. Fishing rights in Mangla reservoir were leased out for first time in 1971-72. Since then 63.3 million rupees have been earned through sale of fishing rights and about 14,700 metric tons of fish has been produced. The important species of fish found in Mangla reservoir are Rohu, Mori, Thaila, Mahsher, Mullee, Singhara, Common carp, Silver Carp and grass Carp. A Small fish hatchery is in operation which is insufficient to meet fish seed requirement of the water body. now it is being extended with the aid of United Nations Development Program (UNDP). A glass jar Hatchery is being constructed along with rearing pond complex. After completion of this project 7 million fish seed of quality fish will be stocked in the reservoir annually and ultimately the fish production will be raised five times.

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PRINCIPAL DATA OF MANGLA DAM

 

Measurements (feet)

Measurements (meters)

Type

Earth fill

 

Max. Height (above core trench

454 ft.

138.38 meters

Max. Height (Above River bed)

380 ft.

115.57 meters

Crest Elevation

1234 ft. (SPD)

376.12 meters

Length of Crest

11000 ft

3353 meters

Excavation

155,00,000 cubic yards

11,842,000 cubic meters

Fill

85,000,000 cubic yards

64,940,000 cubic meters

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COST OF MANGLA  DAM

(Rs. Million)

1              Total Cost of the Dam Project including Power Units 1-2 (1967) 3,200
2              Cost of 4th Power Unit (1969) 48
3              Cost of Power Units 5-6 (1973-74) 120
4              Cost of Power Units 7-8 (1981) 519
5              Cost of Power Units 9-10 (1992) 2,700
                                                                                                                                         Total (1-5)                           6,587



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