Work Areas App V

1. Appendix-V
Appendix-V-1
Combined Effluent Treatment Plant
Korangi Tanneries
PTA Environment, KIA, Karachi
240 51’ 16.05’’ N
670 06’ 55.35’’ E

2. Appendix-V-2
Combined Effluent Treatment Plant
Korangi Tanneries
PTA Environment, KIA, Karachi
240 51’ 16.05’’ N
670 06’ 55.35’’ E
BESIDE MOHAMMAD SHAFI TANNERIES KIA

3. DAMMAM SEWERAGE TREATMENT PLANT
Eastern Province, Saudi Arabia
260 10’ 39.06’’ N
500 12’ 35.54’’ E
Inlet Structure =1
Aeration Tanks (Carousels) = 8
Clarifiers=8
Sludge Thichners =2
Screw Pump Stations = 4
Sea out-fall discharges = 250,000 m3/day Discharge BOD Loadings: 20-25mg/l O2
• Wastewater Treatment by Aeration Lagoons aborted since 1982-83 . The
plant was designed and constructed by Ballast BV of Netherlands.
• Advance Wastewater Treatment by Activated Sludge System was
commissioned in late 1982 which was designed and constructed by
Metcalf and Eddy Incorp, Waikfield, Mass, USA.

4. JUBAIL DESALINATION PLANT
Al-Jubail, Eastern Province, Saudi Arabia
MSF Desalination/Power Generation
Co-Generation Plant
Largest Desalination Plant in the world
Phase-I Facility:
Fresh water production=910,000m3/day
Power Generation=360,000 kW =360 MW