Introduction Of Multan Irrigation Zone

Introduction Of Multan Irrigation Zone
Multan Irrigation was created on 25.03.1968. The Zone is controlled by the Chief Engineer with help of the 04 Nos Superintending Engineers. This zone is consisting on 03 Canal Circles and 01 Development Circle namely, Haveli Canal Circle, at Multan, Mailsi Canal Circle, at Multan, Nili Bar Circle, at Sahiwal and Development Circle, Multan Zone, at Sahiwal. The circle is controlled by Superintending Engineer with help of Executive Engineer, Sub Divisional Officer, Deputy Collector, Zilladar, Sub Engineer and other technical and office staff. The Index Plan of Multan Zone is as under

The main sources of the supply of water are Mangla Command and Tarbela Command. The 04 Nos. Barrages/Headworks are fall in this zone.
The name and capacity of the Barrages/Headworks are as under
Trimmu Barrage is on River Chenab with capacity 6.45 Lac Cs
Name of the Project |
Trimuu Barrage |
Year of Construction |
1938-39 |
No of Bay of Main Weir |
37 No each having 60 wide |
Designed Capacity |
6.45 Lac Cs |
Off Taking |
Haveli Main Line |
5170 Cs |
Trimmu Sidhnai Link |
12500 Cs |
Rangpur Canal |
2170 Cs/1800 Cs |
Flood Level |
Low |
1.50 Lac Cs |
Medium |
2 Lac Cs |
High |
3 Lac Cs |
Very High |
4.50 Lac Cs |
Exceptionally High |
6.00 Lac Cs |
Maximum Flood Record |
1959 |
9.43 Lac Cs |
1973 |
7.33 Lac Cs |
1952 |
8.88 Lac Cs |
Sidhnai Barrage is on River Ravi with capacity 1.50 Lac.Cs
Name of the Project |
Sidhnai Barrage |
Year of Construction |
1960 |
No of Bay of Main Weir |
11 No each having 40 wide |
Designed Capacity |
1.50 Lac Cs |
Off Taking |
Sidhnai Canal |
4005 Cs |
Sidhnai Mailsi Link |
11300 Cs |
Flood Level |
Low |
0.30 Lac Cs |
Medium |
0.45 Lac Cs |
High |
0.60 Lac Cs |
Very High |
0.90 Lac Cs |
Exceptionally High |
1.20 Lac Cs |
Maximum Flood Record |
1973 |
2.09 Lac Cs |
1976 |
2.43 Lac Cs |
1988 |
3.32 Lac Cs |
Sulaimanki Headworks is in River Sutlej with capacity 3.25 Lac.Cs
Name of the Project |
Sulaimanki Headworks |
Year of Construction |
1922-27 |
No of Bay of Main Weir |
24 No each having 60 wide |
Designed Capacity |
3.25 Lac Cs |
Pond Level |
569.0 |
Off Taking |
Upper Pakpattan Canal |
5600 Cs |
Eastern Sadiqia Canal |
5230 Cs |
Fodwah Canal |
3447 Cs |
Flood Level |
Low |
0.50 Lac Cs |
Medium |
0.80 Lac Cs |
High |
1.20 Lac Cs |
Very High |
1.75 Lac Cs |
Exceptionally High |
2.25 Lac Cs |
Maximum Flood Record |
1950 |
3.32 Lac Cs |
1955 |
5.97 Lac Cs |
1988 |
5.00 Lac Cs |
Islam Headworks is on River Sutlej with capacity 3.00 Lac.Cs
Name of the Project |
Islam Headworks |
Year of Construction |
1922-27 |
No of Bay of Main Weir |
24 No each having 60 wide |
Designed Capacity |
3.00 Lac Cs |
Pond Level |
569.0 Lac Cs |
Off Taking |
Under Bahwal Canal |
5400 Cs/1000 Cs |
Qaim Canal |
483 Cs |
Flood Level |
Low |
0.50 Lac Cs |
Medium |
0.80 Lac Cs |
High |
1.20 Lac Cs |
Very High |
1.75 Lac Cs |
Exceptionally High |
2.25 Lac Cs |
Maximum Flood Record |
1955 |
4.92 Lac Cs |
1988 |
3.06 Lac Cs |
1995 |
1.83 Lac Cs |