Irrigation Engineering:

The field in civil engineering in which the laws of applying water to land by artificial means are applied is usually termed as irrigation engineering.

Importance:

With the world’s population  increases rapidly and to match their need of food irrigation engineering is likely to become the science of survival. There are quite some areas where the land is fertile but there is not enough water for its irrigation so it is through the artificial methods of the irrigation engineering that those areas of the world can be supplied with water and they can become an essential part of the food chain.

Components of irrigation system:

Ø      Storage or diversion

Ø      Conveying of irrigation water

Ø      Distribution and application of irrigation areas

Ø      Drainage of the excess water

3 big water storages of Pakistan:

Ø      Terbela Dam

Ø      Mangla Dam

Ø      Warsak Dam

 

Mangla Dam:

Location                                              Azad Kashmir

Purpose                                               irrigation /power

Reservoir area                                   100 sqmiles

Power generation                              1000 MW

Capacity                                               1400 MW

Design flood discharge                    1,100,00 cusic

Total storage capacity                        5.88 MAF

For more details see the x-section of the dam.

INDUS BSIN IRRIGATION SYSTEM (Schematic diagram)

 

Relatively small water storages of Pakistan:

Chashma Barrage:

River                                                             Indus

Desired discharge                                   110,000,00 cusec

Total width between embankments     3556 ft

Max. Flood level                                        649.00 spd

Crest level                                                   622.00 spd

Year of construction                                1971

Design width of canal                               26,700 cusec

For more details see the x-section of the barrage.

 Marala barrage:

Max design discharge                              1,100,000 cusec

Total width between abutments             4,472.33 ft

Max flood level                                            816.7ft

Design width drawl for canal                  38,500 cusec

Year of construction                                 1968

         

 

         Artical by: Engg. Hafiz M yousaf(00-C-679)

         Edited/published/drawings by: Engg.Fahed Javaid (02-C-1009) 

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