HISTORY OF PAKISTAN: TRIMMU BARRAGE

TRIMMU BARRAGE

INTRODUCTION:

This Head Works were Opened by Cellency Sir Henry Duffield Cralk  K.C.S.I..I.C.S with Governor of the Punjab in 2nd April 1939.This Barrage is Located at the point of Jehlem & Chanab rivers, and it was Constructed in year of 1937 to 1939.The cost of all Project was 53.00 million Pakistani rupees.

Details by construction:

It was designed for Capacity of 6,45,000 Cu-secs, and total length of barrage is 3025 Feet. 
No of all Gates Weir Potion are 37, and Bay length of Main Weir is 60 Feet as well as No of Left Under Sluice Portion are 5, and No of Right Under Sluice Portion are 6. 
Therefore "SAY" length of Under Sluice are 30 Feet, and Crest Level of Main Weir is 477.50 next Crest Level of Under Sluice is 472.00, finally Maximum Pond Level 493.00.


OFF TAKING CANALS:


These are 3 Canals, so first of all Haveli Main Line Discharge is 5130 Cu-secs, secondly Trimmu Sidhnai Link Canal Discharge is 11000 Cu-secs, last not least Canal is Rang Pur which has 2710 cu-secs discharge.

Detail of Canals Haveli Main Line:


No of Bays=5, Width of Each bays=24', F.S Depth=12' Tail R.D 218000, Crest R.L=481.00, Bed Level 477.00, F.S. Discharge=5178, Bed-width= 10=200175=12=200=1552=115


Detail of Canals Trimmu Sidhnai:


No of Bays=10, Width of Each bays=24', F.S Depth=12' Tail R.D 219000, Crest R.L=481.00, Bed Level 479.16, F.S. Discharge=11000, Bed-width= 280


Flood Data Details Of Trimmu Barrage since it was made. 


12 comments:

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  4. what is the dimension of Rungpur canal eg bed level , bed width and water depth etc

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