DOWNSTREAM CONNECTION STUDY OF THE HONAINE TAFSOUT SEAWATER DESALINATION PLANT
Hydraulic modelling of the new network, including the following elements:
– Pipeline
– 4 new pumping stations:
– HSP 1: Q=2.3 m3/s TDH=200 w.g.
– HSP 2: Q=1.1 m3/s TDH=170 w.g.
– HSP 3: Q=1.1 m3/s TDH=170 w.g.
– HSP 4: Q=0.23 m3/s TDH=200 w.g.
– 2 renewed pumping stations:
SP 2: Q= 0.84 m3/s TDH=250 m.w.c.
SP 3: Q= 0.73 m3/s TDH=280 m.w.c.
– 10 new reservoirs:
o H-SP1: capacity=5,000 m3
o RT1 – Souk El Khemis: capacity=5,000 m3
o RT2 – Ain Youcef: capacity=20,000 m3
o Sikkak: capacity=10,000 m3
o H-SP3: capacity=1,500 m3
o SP2: capacity=730 m3
o SP3: capacity=730 m3
o BC1 bis: capacity=5,000 m3
o H-SP4: capacity=1,000 m3
o Lala Seti: capacity=30,000 m3
