1. Ahmed Al Shuha, Technical Director Water and Wastewater Treatment CONCORDE CORODEX GROUP وتدويرها تقنيات معالجة المياه وتدويرها Concorde Corodex Group Advanced Water & Wastewater Treatment and Re-Use الملتقى الثاني لأفضل الممارسات في مجال العمل البلدي معالجة واستثمار مياة الصرف الصحي 19 – 20 نوفمبر 2012

2. Unrestricted Irrigation Industrial and Potable Extraction Sea / River Intakes Ground and Beach wells TreatmentDistribution Point of Use Clarification & Filtration Reverse Osmosis (RO) Disinfection Recycle Grey Water Recycle Laundry Recycle Carwash Recycle Industrial wastewater treatment & recycle Booster sets PVC / HDPE Networks Sewage Collection Sewage Treatment Gravity Networks Vacuum Networks Advanced Treatment Reuse Restricted Irrigation Extended Aeration (EfloCT) Submerged Aerated Biofilters (EfloSAF) Membrane BioReactor (EfloMBR) Ultra filtration (UF) Reverse Osmosis (RO) Master Water Cycle

3. Membranes Spectrum Membranes Material: Organic Polymers such as Cellulose Derivatives, Polyamides, Polypropylene, Polysulfone, PolyEtherSulfone, PVDF,.etc. Configuration: Sheets (Flat or Spiral Wound), Hollow Fiber, Capillary Tubes Reverse Osmosis (RO) Nanofiltration (NF) Ultrafiltration (UF) Microfiltration (MF) Raw Water Turbidity, Algae, Bacteria, Giardia, Cryptosporidium Macromolecules & Virus Organics, Hardness, Color & Radionuclides Salts & Metals Pure Water Operating Range TypeFlux (gfd) Pressure (psi) MF/UF50 - 100-10 to 35 NF20 – 30100 – 200 RO5 – 12100 - 1200 Fact: No membrane system is 100% sealed and rejection rate can not exceed 99.9% in theory and 99% in actual performance. Leakage

4. Study Cases: 1.Modern Sewage Treatment Technology: MBR vs. others 2.Grey Water: The concept of Light Grey Water 3.New Technology for Odor Treatment: The Bio Scrubber

5. Fixed Film / Attached Growth Technology Suspended Growth Technology Trickling Filter – Stone Bed Trickling Filter – Plastic Media Bed RBC SAF Oxidation Lagoon Activated Sludge Extended Aeration SBR MBBR MBR Foot Print Effluent Quality

6. Extended Aeration Irrigation Storage Tank Machinery Room Sludge Tank Jebel Ali Hotel, Dubai. Eflo CT using Concrete Tanks Package Plant using Steel Tanks Lift Station

7. Submerged Aerated Bio Filters

8. Tertiary Treatment: Filtration From Sand filters to MF/UF Membranes Disinfection From Chlorine Gas to On-site Hypochlorite generation

9. The Membrane Bio-Reactor (MBR)

10. The Cost of Treated Effluent using MBR: Potable Water Cost ranges from 1 to 3 $/m 3 MBR Treated Water Cost ranges from 0.2 to 0.3 $/m 3

11. Potable, Grey and Black Water To Sewer Network Hand Wash Showers Baths Washing Machines Hand Wash Showers Baths Washing Machines Toilets (W.C.) Potable Water Tank Soap & Shampoo To Sewage Network Kitchen Detergent, TSS & FOG BOD, TSS & Pathogens Potable Water Grey Water Black Water

12. Potable, Grey and Black Water To Sewer Network Hand Wash Showers Baths Washing Machines Hand Wash Showers Baths Washing Machines Toilets (W.C.) Potable Water Tank Soap & Shampoo To Sewage Network Kitchen Detergent, TSS & FOG BOD, TSS & Pathogens Potable Water Grey Water Black Water Grey Water Treatment Grey Water Treatment Toilets Flushing Tank Make-up Water Excess To Landscaping Or To Sewage Network Dark Grey Water Light Grey Water

13. Type of Grey Water Treatment Sand Filtration: Collection  Aeration  Disinfection (Ozone & Chlorine)  Coagulation  Self Cleaning Filters  Sand Filter  Carbon Filters  Disinfection (with chlorine, Ozone and proper antiseptic agent) Ultra Filtration Membranes Collection  Aeration  Disinfection (Ozone & Chlorine)  Coagulation  Self Cleaning Filters  UF membrane system with automatic backwash and CIP cleaning system  Disinfection (with chlorine and proper antiseptic agent) Sand Filtration: Collection  Aeration  Disinfection (Ozone & Chlorine)  Coagulation  Self Cleaning Filters  Sand Filter  Carbon Filters  Disinfection (with chlorine, Ozone and proper antiseptic agent) Ultra Filtration Membranes Collection  Aeration  Disinfection (Ozone & Chlorine)  Coagulation  Self Cleaning Filters  UF membrane system with automatic backwash and CIP cleaning system  Disinfection (with chlorine and proper antiseptic agent)

14. Light Grey Water Treatment Quality

15. Grey Water Treatment Plants References To Sewer Network 50 & 150 m3/day

16. Grey Water Treatment Plants References To Sewer Network 50 m3/day

17. The Cost of Treated Light Grey using UF: Potable Water Cost ranges from 1 to 3 $/m 3 Treated Water Cost ranges from 0.05 to 1 $/m 3 For small size units < 1000 m3/d

18. Odor Removal Technologies To Sewer Network CHEMICAL ABSORPTION (Acid and caustic wet scrubbing) BIOLOGICAL OXIDATION (Bio-filtration and bio scrubbing) ADSORPTION (Activated carbon and other adsorptive medias) COMBINATION of above technologies CHEMICAL ABSORPTION (Acid and caustic wet scrubbing) BIOLOGICAL OXIDATION (Bio-filtration and bio scrubbing) ADSORPTION (Activated carbon and other adsorptive medias) COMBINATION of above technologies

19. Comparison between Odor Removal Technologies: To Sewer Network

20. Bio Scrubber Flow Diagram To Sewer Network Air From Odor Source Intermittent Circulation Pump Two Stage Scrubbing Tower Neutralizing Agent Extraction Fan Collection Tank Make-up Water (TSE)

21. Design Input To Sewer Network  Capacity = 3000 m3/h  Average H2S = 40 ppm +/ ‐ 20%  Peak H2S = 250 ppm  Peak duration = 40 min 3 times a day

22. To Sewer Network Structured Polypropylene

23. To Sewer Network  Secondary wastewater, or make ‐ up water containing nutrients to the odorous air being treated.  The circulating solution and media are the ecosystem to supporting growth of biofilm sulfuroxidizing bacteria (thiobacilli).

24. To Sewer Network

25. Comparison between Odor Removal Technologies: To Sewer Network Bio ‐ scrubbers are very effective for H2S removal High robustness & reliability H2S inlet range is between 5 ‐ 1000 ppm Minimum of 98% removal capacity, and often is exceeding 99.9%

26. Thanks For Listening