| Length of River Chenab in Pakistan: |
453 miles |
| Important Engineering |
Marala Barrage, Khanki Barrage, |
| Structures on the River: |
Panjnad Barrage and Trimu Barrage-at the confluence
of river Jhelum |
| Catchment Area: |
26,035 miles2 |
| Annual Average Flow: |
12.38 MAF (10.07 Kharif and 2.31 Rabi) |

"Indus"
|
RIVER
FLOW PATTERN
The
River Chenab originates in the Kulu and Kangra districts of the
Himachal Pardesh province of India. The two chief streams of the
Chenab - the Chandra and the Bhaga - rise on opposite sides of Baralcha
pass at an elevation of about 16,000 feet. These join at Tandi in
the state of Jammu and Kashmir, nearly 9,090 feet above mean sea
level. Fed by innumerable tributaries on the long journey from its
headwaters, the river gains immense power and momentum on entering
the Jammu / Kashmir region above Kishtwar.
From
Kishtwar to Thathri (about 50 km) the Chenab runs through class
V and VI gorges. The combined streams, traversing about 135 miles,
take a sharp turn along Pir Panjal near Kishtwar. The Chenab then
flows along the northern base of the Pir Panjal range before entering
the Doda area of Jammu and Kashmir. It cuts across this range through
a spectacular gorge and then flows along its southern base, before
flowing southwards and entering the plains. After traversing about
400 miles of mountainous regions and flowing at nearly 39 feet per
mile, the Chenab opens out into the plains near Akhnur. It enters
Pakistan through the Sialkot district, near Diawara Village.
The
Chenab flows through the alluvial plains of the Punjab province
in Pakistan for a distance of 3,398 miles. It is then joined by
the Jhelum River at Trimmu. 40 miles downstream of Trimmu, the River
Ravi joins it. The Sutlej River joins Chenab upstream of Punjnad
and finally at about 40 miles below Punjnad, the River Chenab meets
the Indus at Mithankot.
IMPORTANT TRIBUTARIES & THEIR CATCHMENT AREAS
The
Chenab has twelve major tributaries namely: Chandra, Bhaga, Bhut
Nal1ah, Maru, Jammu Tawi, Manawar Tawi, Doara Nul1ah 1, Doara.Nullah
2, Halse Nallah, Bhimber Nullah, Palkhu Nullah and Aik and Bhudi
Nullah. The last eight tributaries join the Chenab in Pakistan.
The
total length of the river is about 772 miles, of which approximately
453 miles flow through Pakistan. The total catchment area of the
river is about 26,035 miles2, of which 10,875 miles2 lie in the
State of Jammu and Kashmir, 1,735 miles2 in India and 13,469 miles2
in Pakistan. The hilly catchment area above Marala Barrage is about
12,610 miles2.
Discharges
of the Chenab starts rising in the later part of May and pass the
50,000 cusecs mark in June. A high flow above 50,000 cusecs continues
till the middle of September, the peak discharge months being July
and August.
STRUCTURES
ON THE CHENAB
| Pakistan |
|
| Marala
Barrage |
Constructed
in 1968; has a maximum design discharge of 1.1 million cusecs. |
| Khanki
Barrage |
Constructed
in 1891; has a maximum design discharge of 800,000 cusecs. |
| Panjnad
Barrage |
Through
the Panjnad-Abbasia with a design discharge of 700,000 cusecs.
Constructed in 1932. |
| Trimu
Barrage |
Constructed
in 1939 and located at the confluence of the Chenab. Has a
maximum design discharge of 645,000 cusecs. |
| Qadirabad
Barrage |
Constructed
in 1967 and has a maximum design discharge of 900,000 cusecs. |
| Marala-Ravi
(MR) Link Canal |
Taken
away from the Chenab at Marala Barrage for a design discharge
of 623 m3/s and falls into Ravi above Shahdara. |
| India |
| Salal |
India
has constructed a Dam at Salal for hydro electric in Jammu
territory about 40 miles upstream of Marala Barrage. |
AVERAGE
FLOWS IN CHENAB
The
Indus River System Authority compiles the river flow data. The annual
average flows are calculated by averaging the daily flows. The kharif
data represents the April 01 - September 30 period and the rabi
data is based on flows between October 01 - March 31 of the following
year.
The
data collected for the Chenab at Marala for the 40 years before
Indus Water Treaty i.e. 1922-61, ten years after the treaty i.e.
1985-95 and recent year completed i.e. 2001-02 depicting drought
conditions is as follows:
| Average
Annual Flow (1922-61) MAF
|
Average
Annual Flow (1985-95) MAF
|
Average
Annual Flow (2001-02) MAF
|
| 26 |
27.5 |
12.38 |
REFERENCES
1. Dr. Bashir A Chandio & 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.
2. Centre of Excellence in Water Resources Engineering, Lahore,
"Proceedings - Water for the 21st Century: Demand, Supply,
Development and Socio- Environmental Issues", June 1997.
3. Asian Development Bank - TA, Water Resources Sector Strategy,
"National Water Sector Profile", April 2002.
4. Dr. Nazir Ahmad, "Water Resources of Pakistan", Miraj
uddin Press, Lahore September 1993.
5. http://www.whitewaterwarriors.com/missions/chenab2001/history.htm
6. http://www.himaanchal.com/hydel_projects.htm
7. Partial data acquired from Indus River System Authority for flows
of rivers in Pakistan.
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