Page 6 - AKIN COMPANY PROFILE

SECTORS / PROJECTS:

1- INFRASTRUCTURE PROJECTS

GEBZE WASTE WATER TREATMENT PLANT
Type Of Contract: Design Build Contract with 1 year
operation supervision
Position Hold: Project Coordinator
Average Flow: 120.000 m3/day
Max. Flow: 6.000 m3/h
Min Flow: 3.350 m3/h
Process Units: Coarse Screens, Inlet Pumping
Station, Fine Screens, Aerated Grit and Grease Removal
Tanks, Blower Station, Anaerobic Basin, Aeration Basin,
Final Sedimentation Tanks, Return Sludge Pumping Station,
Primary Sedimentation Tanks, Sea Discharge Pumping
Station, Blower Station, Transformer and Generator Station,
Sludge Dewatering Facility, Administrative Building
PARAMETERS INLET OUTLET
BOD 30.000 kg/day 25 mg/lt
TOTAL N 6.000 kg/day 10 mg/lt
TOTAL P 1.200 kg/day 1 mg/lt
TSS 36.000 kg/day 35 mg/lt

ODEMIS WASTE WATER TREATMENT PLANT
Type Of Contract: Design Build Contract with 1 year
operation supervision
Position Hold: Project Coordinator
Process Units: Collector, Coarse Screens, Fine
Screens, Aerated Grit and Grease Removal, Inlet Pumping
Station, Blower Station, Return and Excess Sludge Pumping
Station, Sludge Dewatering Facilities, An-aerobic Tank,
Aeration Tank, Secondary Clarifier

PARAMETERS STAGE 1 STAGE 2
Average Flow 15.765 m3/day 20.988 m3/day
Max Flow 1.637 m3/h 1.820 m3/h
Design Flow 1.018 m3/h 1.354 m3/h
INLET OUTLET
BOD 5.013 kg/day 25 mg/lt
COD 11.019 kg/day 90 mg/lt
TOTAL N 981 kg/day 10 mg/lt
TOTAL P 185 kg/day 1 mg/lt
TSS 6.723 kg/day 25 mg/lt