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RIVER JHELUM
KEY FACTS
| Length of River Jhelum in Pakistan: |
379 miles |
| Important Engineering Structures on
the River: |
Mangla Dam, Rasul Barrage (850,000
cusecs) and Trimmu Barrage |
| |
(645,000 cusecs) - at the confluence of River
Chenab |
| Catchment Area: |
21,359 miles2 |
| Annual Average Flow: |
11.85 MAF (8.2 kharif and 3.65 rabi) |

“Indus”
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RIVER FLOW PATTERN
The Jhelum is a large eastern tributary of the Indus. It drains
areas west of Pir Panjal separating Jammu and Kashmir. The Jhelum
rises from the spring of Verinag, on the northwestern side of Pir
Panjal and flows in a direction parallel to the Indus at an average
elevation of 5,500 feet. It drains about 2,300 square miles of alluvial
lands in the Kashmir Valley and gets water from various important
sources including glaciers located in the north of the valley.
The river first flows through Dal Lake and then an even bigger
lake - Wular Lake, into which it drops coarse grades of sediment.
On emergence from the Wular Lake near Baramula, it runs through
an eighty-mile long gorge at an average slope of 33 feet per mile.
At Domel, near Muzaffarabad, the river is joined by its largest
tributary, Neelum (earlier called the Kishan Ganga), which drains
about 2800 square miles of hilly area lying on the eastern side
of the Nanga Parbat. The Neelum drains Himalayan ranges between
15,000 to 20,000 feet high that are perpetually covered by snow
and glaciers. In the lower reaches, the 150-mile long river flows
through mountainous country covered by forests.
Five miles below the Domel, the Kunhar, another tributary, joins
the River Jhelum, draining nearly 1,080 square miles of the famous
Kaghan Valley. Sources of River Kunar lie at about 15,000 to 17,000
feet above sea level. 80 of its total length of about a 100 miles
are situated in the hills where it falls at nearly 120 feet per
mile, forming innumerable rapids and flowing through the Lalusar
Lake. One of Kunar's tributaries also flows through the famous Saif-ul-Molook
Lake.
From Domel to Mangla, a distance of about 90 miles, two streams,
the Kanshi and Poonch join the River Jhelum. The Kanshi is a floodwater
stream draining eroded areas of the Jhelum and Rawalpindi districts.
This stream carries mainly monsoon rain or seepage water. The Poonch
is an important stream joining the Jhelum at Tangrot, about seven
miles above Mangla. The site where the two rivers meet used to be
a famous fishing spot but now lies within the storage area of the
Mangla Dam.
The Poonch drains the southern sides of Pir Panjal, which ranges
between 10,000 to 12,000 feet in height and becomes snow bound during
winter. Its catchment area of 1,520 sq. miles is partly covered
by forests. The river flows through hilly country for its entire
length of 80 miles and drains the areas of Poonch, Kotli and Mirpur.
The Mangla Dam has been constructed near the head regulator of
Upper Jhelum Canal. From Mangla down to Rasul, several floodwater
streams drain into the Jhelum. The Kahan Nullah is nearly forty
miles long and drains the Rohtas area, where an auxiliary storage
of Mangla Dam was considered. Suketar, Jaba Kas and Bunha are three
of the many floodwater nullahs that drain into the Jhelum, through
a level crossing of Upper Jhelum Canal.
IMPORTANT TRIBUTARIES AND THEIR CATCHMENT AREAS
| Tributary |
Catchment Area
Miles2 |
Discharge (MAF) |
Sediments
(Acre-ft/ year) |
| Neelum |
2,600 |
6.1 |
5,224 |
| Kunhar |
1,080 |
2.0 |
2,861 |
| Kanshi |
Not Available |
0.36 |
293 |
| Poonch |
1,520 |
2.0 |
5,678 |
| Kahan |
470 |
0.037 |
425 |
STRUCTURES ON THE JHELUM
| Pakistan |
|
| Mangla Dam |
Earthfill
dam with a gross storage capacity of 5.88 MAF. |
| Rasul
Barrage |
Constructed
in 1967, with a maximum capacity of 850,000 cusecs. |
| Trimmu
Barrage |
Constructed
in 1939 and located at the confluence of Chenab with a maximum
design discharge of 645,000 cusecs. |
| Upper
Jhelum Canal |
Taken
out from Mangla for a design discharge of 221 m3/s.
It feeds River Chenab upstream of Khanki barrage. |
| Rasul-Qadirabad
(RQ) Link Canal |
Taken
out at Jhelum from Rasul barrage for a design discharge of
538m3/s. It feeds Chenab upstream of Qadirabad
barrage. |
| Chashma-Jhelum
(CJ) Link Canal |
Taken
out from Chashma Barrage for a design discharge of 615 m3/s.
It feeds Jhelum River downstream of Rasul barrage. |
AVERAGE FLOWS IN JHELUM
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.
Data collected for the Jhelum collected at Mangla for 40 years
before the 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 |
| |
|
|
| 23 |
26.6 |
11.85 |
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THE WULAR BARRAGE ISSUE
Despite the signing of the 1960 Indus Waters Treaty, another dispute
emerged in 1985, when Pakistan learnt through a tender notice in
the Indian press about the development of a barrage by the name
of Tulbul Navigational Project. The barrage was to be constructed
by India on the River Jhelum, below the Wular Lake near Sopore,
25 km north of Srinagar.
For Pakistan, the geo-strategic importance of the site lies in
the fact that its possession and control provides India with the
means to intimidate Pakistan. A dam on that site has the potential
to ruin the entire system of the triple canal project within Pakistan
namely, the upper Jhelum Canal, upper Chenab Canal and the lower
Bari Doab Canal. Pakistan argues that India violated Article I (11),
Article III (4) and sub-paragraph 8(h) of the Indus Waters Treaty.
Pakistan referred the Wular Barrage case to the Indus Waters Commission
in 1986, which, in 1987, recorded its failure to resolve it. Once
India suspended the construction work, Pakistan did not take the
case to the International Arbitral Court. To date, eight rounds
of talks have been held. The issue of Wular Barrage was one of the
disputes on the agenda highlighted for the Indo-Pak talks, both
at the Lahore meeting in February 1999, and at the Agra Summit of
July 2001.
REFERENCES
1. Dr. Nazir Ahmad, "Water Resources of Pakistan", Miraj
uddin Press, Lahore September 1993.
2. Dr. Bashir A Chandio and 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.
3. Centre of Excellence in Water Resources Engineering, Lahore,
"Proceedings - Water for the 21st Century: Demand, Supply,
Development and Socio- Environmental Issues", June 1997.
4. Ms. Farzana Noishab and Ms. Nadia Mushtaq, Institute of Strategic
Studies, Islamabad http://issi.org.pk/SS_N.3/SS_Water_Disputes_in_South_Asia.htm.
5. http://www.himaanchal.com/hydel_projects.htm
6. Partial data acquired from Indus River System Authority for flows
of rivers in Pakistan.
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