The proposed treatment plant will produce water which complies with the recommendations of the World Health Organization (WHO) drinking water standards. The intake structure adjacent to the river is one of the challenging parts to design in this project due to 50 meter level difference of water and river bank. The hopper bottom pre-sedimentation and the total 48km of 33kv overhead line and fiber-optic telecommunication network are also among the key design features of this project.

100%

900 km
The total length of piping
Ductile iron
Pipes Material
km 900 to 150
Used diameters
20000
The total volume of concrete reservoir
3000 m3/h
Pumping station specifications