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CWRP Process Schematic
Liquid Treatment Process
Effluent Junction
Chamber
Fine Screens
Primary Sedimentation tanks
Bioreactor tanks
Secondary
Sedimentation tanks
sea
DTSS Tunnel
Pumping
Station
Thickening
Centrifuge
Digester
Gas storage tank
Sludge
Dryer
Storage
Silo
Dewatering
Centrifuge
Solids Treatment Process
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Thickening
Centrifuges Dewatered
Sludge Tanks
Sludge Tanks
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– in the absence of oxygen.
• Acetogenesis:
– fermentation products → cetate, H2,and
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– by acetogenic bacteria.
• Methanogenesis:
– acetate and H2 /CO→ CH4
– by methanogenic bacteria.
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•5 digesters, each with a capacity of 16,800 m3
• Digester operational data
HRT |
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21 days |
VMR |
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40-50% |
Gas Yield: 0.77 m3/kg VM destroyed
•Digester mixing by sludge pumping
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•Semi Egg Shape
•Lower construction fee
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production are often filtered by centrifuging.
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centrifugal force
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Total Nos 20units (18 duty, 2 standby) Current utilization rate 6 out of 20
Capacity 204.3 m3/hr
Sludge feed conc 0.5-0.8% Min output sludge conc 6%
Min Recovery 95%
Max dry polymer dosage 5.6kg/ ton of dry sludge
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22
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Currentutilization rate 2 out of 10
Capacity 140 m3/hr
Sludge feed conc 3-4 % Min dewatered sludge solid content 25% Min recovery 95%
Max dry polymer dosage 12.5 kg/ ton of dry sludge
Max speed 1850rmp
Dia. of bowl 1050mm
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• 5 drying system trains -using Direct Convective Drum Drying
System
• Exhaust from Rotary drum to be treated by RTO before emission.
• Max 3 in operation (Ph 1: 800,000 CMD),
(spare capacity to handle up to 1,200,000 CMD)
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• Overall: 75% (3/4) reduction in weight
67% (2/3) reduction in volume
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Fuel
Air
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3,600 kJ per kg water evaporated
50oC
Cooling Water plus condensate
Dry product
92 -96% DS
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60 – 65 %DS 95oC
50oC
Fuel
Air
FURNACE
480oC
DRYER DRUM
35oC
Cooling Water
plus condensate
Dry product
92 -96% DS
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be dried
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