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8/2/2019 Wastewater Treatment & Recycle Options
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contents changing scenario
treatment requirements conventional ASP
technology options
SBR
MBR
About SBR
About MBR
1
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Changing Scenario
forWastewater treatment
1980 2010
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Changing Scenario
WastewaterDisposal
WastewaterRecycle
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Wastewater disposal to recycle
Process UnitCooling Tower
Effluent TreatmentPlant
Previously
DISPOSAL
Process UnitCooling Tower
EffluentTreatment Plant
Presently
20-30%
DISPOSALRecycle
70-80% RECYCLE
4
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Sewage disposal to recycle
Resi &Commercial
Buildings
Sewage TreatmentPlant
Previously
DISPOSAL
Resi &Commercial
Buildings
SewageTreatment Plant
Presently
0%
DISPOSALRecycle
100% RECYCLEfor Non Drinking
Applications 5
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Changing Scenario
Meet DisposalNorms
Meet RecycleNorms
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recycle normsParameter Disposal
normsRecycle norms
Low end reuse High end reuse
TSS 100 < 5 < 1 ntu
BOD 100 < 10 Nil
COD 250 < 50 Nil
SDI No limit No limit < 3
TKN 100 No limit < 1
T- N No limit No limit < 5
T- P 5 No limit < 1
Bacteria No limit No limit Nil
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Changing Scenario
Low TechLow Cost
L1
Cost BenefitAnalysis
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Cost Benefit Analysis
1. Benefit vs Additional cost
2. Payback of Additional cost
3. Life cycle analysis
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meeting the challenge of the
new decade.
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technology option
1. SBR
Sequential batch reactor
2. MBR
Membrane bio reactor technology
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Conventional ASP
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limitations of conventional activated
sludge process.
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System dependent on inefficient settlingmechanism
Settling units are prone to problems of poor
settling and frequent floc carry over due to
bulking , de nitrification .
Complete plant operation is normallyoperator dependent
limitation of conventional ASP
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limitation of conventional ASP.
No mechanism to control type of micro-organism in the aeration tank
No inbuilt feature for nitrification / de
nitrification
No feature for phosphorous removal
Need for large diameter secondary clarifier to
settle the light bio flocs
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how to overcome these
problems.?
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Sequence Batch Reactor (SBR)
1. Fill 3. Settle
4. Decant
2. React (Aerate)Screened /degrittedInfluent TWL
EffluentSludge
5. Idle
Bi l i l i
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Biological reactions
Biodegradation (aerobic)
Organics (BOD) + O2 + Nutrients + Bacteria = New Bacteria + C02 + H20
Nitrification (aerobic)
NH3-N + O2 + Nitrosomonas = NO2 + O2 + Nitrobacter = NO3
De nitrification (anoxic)
NO3 + organic substrate + Hetrotropic = N2 + CO2 + H2O + New cells
Phosphorous removal (anoxic/anaerobic aerobic)
VFA(organics) + Acinetobactor = release O-P
O-P + Bacteria + O2= new cells + cell maintenance
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Screened InfluentBaffle Wall Decanter
Pre-react Chamber
Main-react
Chamber
Effluent DischargeDiffusers
Mixers
SAS
Pumps
SBR
ITT Corporation India Pvt.Ltd.
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SBR Basin Equipment
DissolvedOxygen
UltrasonicLevel
Float Switch
Penstock
EffluentInfluentFrom
Inlet Works
M
M
Decanter
M
To SASStorage
SAS Pump
S
Grid 2Grid 1 Grid 3
M Air Flow
Blowers
Air Purge
Air Inlet Valve
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Outlet quality (all units in ppm)
Srno Parameter SBR ASP
1. BOD 10 30
2. COD 50 250 300
3. TSS 10 100
4. TN
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theSBR advantage.
+ Single tank design compact layout
+ Excellent outlet quality low end reuse
+ Low operating cost typically 40-50% lowerthan conventional system
+ Intelligent cycle control auto PLC
+ Pre react basin
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theSBR advantage.
+ Respiration rate control
+ nitrification / de nitrification
+ Bio P control
+ High turn down ratio
+ Minimal moving parts
+ Decanter in SS construction
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MBR
Membrane Bio - Reactor
technology
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it is a very high efficiency process
with outlet quality as feed toReverse Osmosis .
MBR
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areas of application.
as pretreatment to RO , in place ofconventional ultra filtration systems
To achieve very high efficiency of more than98%
To have most compact layouts
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MBR System Schematics
INLET
AIR
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advantages of MBR
+ Buildup of very high MLSS , 5-6 times more
than conventional process
+ Extremely Compact layout
+ High efficiency process
+ Fully automatic PLC plant
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advantages of MBR
+ Inherent capacity to handle shocks
+ No need for downstream tertiary treatment
units
+ Easy future expansion
+ Treated effluent can be fed directly to RO
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Outlet quality (all units in ppm)
Srno Paramete
r
SBR MBR ASP
1. BOD 10 5 30
2. COD 50 25 250 300
3. TSS 10 < 0.5 100
4. TN