Appendix-V
                                                        Appendix-V-1
                    Combined Effluent Trea...
Appendix-V-2
                     Combined Effluent Treatment Plant
                             Korangi Tanneries
       ...
DAMMAM SEWERAGE TREATMENT PLANT
                       Eastern Province, Saudi Arabia

260 10’ 39.06’’ N
500 12’ 35.54’’ E...
JUBAIL DESALINATION PLANT
                    Al-Jubail, Eastern Province, Saudi Arabia

                      MSF Desalin...
Upcoming SlideShare
Loading in …5
×

Work Areas App V

491 views

Published on

Work Areas App V

Published in: Career, Technology, Business
0 Comments
0 Likes
Statistics
Notes
  • Be the first to comment

  • Be the first to like this

No Downloads
Views
Total views
491
On SlideShare
0
From Embeds
0
Number of Embeds
3
Actions
Shares
0
Downloads
8
Comments
0
Likes
0
Embeds 0
No embeds

No notes for slide

Work Areas App V

  1. 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. 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. 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. 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

×