activated sludge
DESCRIPTION
Activated sludge process modificationTRANSCRIPT
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ACTIVATED SLUDGE &
ITS PROCESS MODIFICATION
Mukesh Kumar Jaga
Barkat Khan Amit Verma
Sushil Kumar Meena
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Introduction to the Activated sludge Process
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Historical Development
a) Developed around 1913 in Manchester
b) It is a Biological, secondary treatment
Activated sludge: Settled Biomass Activated micro-organism
Function of activated sludge:
1. Biodegradation of the influent organic material
2. To formation of floc particles
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Basic principle:
COHNS + O2 + bacteria CO2 + H2O+NH3
+ Energy + other end products Synthesis:
COHNS + O2 + bacteria + energy C5H7NO2
( new cell tissue ) Chemoheterotrophic bacteria Micro-organisms grow and form particles that clamp
together
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Activated sludge plant involves:
1. wastewater aeration in the presence of a microbial suspension,
2. solid-liquid separation following aeration,
3. discharge of clarified effluent,
4. wasting of excess biomass, and
5. return of remaining biomass to the aeration tank.
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Activated Sludge Process Variables
Mixing Regime Loading Rate
a) hydraulic retention time (HRT)
b) sludge retention time (SRT)
c) volumetric organic loading
d) Food to Microorganism ratio ( F/ M ) Flow Scheme the pattern of sewage addition the pattern of sludge return to the aeration tank and the pattern of aeration
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Activated Sludge Process & Modification :-
CONVENTIONAL ACTIVATED SLUDGE PROCESS
• STEP FEED SYSTEM
• EXTENDED AERATION ASP
• OXIDATION DITCH ACTIVATED SLUDGE PROCESS
• CONTACT STABILIZATION ACTIVATED SLUDGE
• HIGH PURITY OXYGEN ACTIVATED SLUDGE
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CONVENTIONAL ACTIVATED SLUDGE PROCESS
civil.colorado.edu (activated sludge process schematics)
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Advantages :
• Allows smaller volume • Flexible operation, zone aeration, accommodates
anoxic and aerobic processes with single biomass for biological nutrient removal
• Less aeration • Better settling characteristics
Disadvantages
• High oxygen demand in inlet zone • May not buffer peak loads as well, although less likely in
activated sludge with high biomass • Less efficiency due to uniform aeration through out the
length of aeration tank but demand is less.
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Step Feed System
nptel.iitm.ac.in
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Methods to decrease in aeration :-
By decreasing the diffuser’s density (no. of diffusers per unit length) along the length It can be done by changing c/c distance of diffusers
By decreasing the diffuser’s density (no. of diffusers per unit length)
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Advantage :
• Suitable for high Bod wastewaters. Eg; food processing industry wastewater
• Lower the peak oxygen demand• Better equalization of waste load ( within aeration tank )• Better distribution of oxygen demand over entire length of
A.T.• Smaller aeration tank volume compared to conventional
activated sludge unit
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Extended Aeration System
• External substrate is completely removed.• Auto oxidation (internal substrate is used).• Net growth =0If Q, So, Se & X are the sameVolume required in extended aeration system = 30 times that of conventional ASP
www.brighthub.com
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Advantages :
• Sludge production minimum• Stabilized sludge – no digesters are required• Nutrient requirement minimal
Disadvantages :
• High power requirement• Large volume of aeration tank• Suitable for small communities
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Oxidation ditch
nptel.iitm.ac.in
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Secondary clarifier
Influent
Sludge return
Effluent
Brush-type aerators
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• Working on the principle of extended aeration.
• Compact unit ( sedimentation, aeration & sludge stabilization in one)
• Used for small communities
• Q < 3,800 cum m/day - This unit is preferred
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Advantages :
• Typically small systems
• Flexible operation with placement and use of aerators – can be used for nutrient removal
• Very stable process
• No primary clarifier – simpler sludge handling
• Good settling characteristics
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Disadvantages : • Long aeration time, larger reactor.
• Higher aeration requirement.
• Mechanical aeration equipment (rotors, large turbines)required to move water around the channel as well as aerate. Can create zones of high oxygen and add maintenance costs. More recent designs use diffusers for aeration and reduce mechanical requirement.
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Contact Stabilization Process
Wastewater rich in colloidal organic solids besides soluble BODEg: Dairy industry, meat processing industry
www.webapps.cee.vt.edu
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Contact tank
• Design is based on separation time. Separation of colloidal and soluble substrate based on MLSS.
• No increase in biomass concentration (during separation process no energy generated )
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Stabilization tank
• Stabilization of colloidal and soluble BOD by microbes.
• Increase in biomass
• Detention time in stabilization tank is 3 to 4 hrs.
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Advantages
• Reduced aeration requirement with short contact tank residence time
• Reportedly better settling sludge
Disadvantages
• Complex operation• Possible reduced treatment for soluble
contaminants in contact tank
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HIGH PURITY OXYGEN ACTIVATED SLUDGE
Oxygen added under pressure to keeps dissolved oxygen level high
civil.colorado.edu
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Advantages:
• Five times oxygen transfer rate over air • Smaller volume • Higher biomass concentration possible, but limited by
secondary settler capacity
Disadvantages : • Very expensive: covered tanks, high energy cost for O2
generation, gas recirculation equipment • No flexibility (all aerobic processes) • Settling problems have been reported
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References :
• www.oakharborcleanwater.org • civil.colorado.edu (activated sludge process
schematics) • www.brighthub.com • httpwww.webapps.cee.vt.edu
• Metcalf & Eddy “Wastewater Engineering, Treatment and Reuse”
• http://nptel.iitm.ac.in