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   Coarse primary solids and secondary
    biosolids accumulated in a wastewater
    treatment process must be treated and
    disposed of in a safe and effective
    manner. This material may be
    inadvertently contaminated with toxic
    organic and inorganic compounds.
   The purpose of sludge digestion is to
    reduce the amount of organic matter
    and the number of disease-
    causing micro-organisms present in the
    solids. The most common treatment
    options include Anaerobic digestion,
    aerobic digestion, and composting.
   A bacterial process carried out in the
    absence of oxygen.
    a)Thermophilic, in which sludge
    is fermented in tanks at a temperature of
    55°C  
    b) Mesophlic, at a temperature of
    around 36°C.
 Generates Biogas with a high proportion
  of methane that may be used to both
  heat the tank or for other on-site
  processes..
 Its key disadvantage is the long time
  required for the process (up to 30 days)
  and the high capital cost.
   Aerobic digestion is a bacterial process
    occurring in the presence of oxygen.
    Under aerobic conditions, bacteria
    rapidly consume organic matter and
    convert it into Carbon dioxide.  Once
    there is a lack of organic matter,
    bacteria die and are used as food by
    other bacteria. This stage of the process
    is known as endogenous respiration. 
 Since Aerobic digestion occurs much
  faster than anaerobic digestion, the
  capital costs of aerobic digestion are
  lower.
 The operating costs are characteristically
  much greater for aerobic digestion
  because of energy costs for Aeration
  needed to add oxygen to the process.
   Composting is also an aerobic process
    that involves mixing the wastewater
    solids with sources of Carbon such as
    sawdust, straw or wood chips. In the
    presence of oxygen, bacteria digest
    both the wastewater solids and the
    added carbon source and, in doing so,
    produce a large amount of heat.
   convert reduced complex organics to oil.
   grit-reduced sludge is heated to 250C and
    compressed to 40 MPa.
   The hydrogen in the water inserts itself
    between chemical bonds in natural
    polymers. The oxygen of the water
    combines with C, H and metals. The oxygen
    of the water combines with carbon,
    hydrogen and metals. The result is oil, light
    combustible gases, carbon dioxide, and
    residue of inert insoluble material
   Thickening is carried out in a
    sedimentation tank or in a sedimentation
    pond. The latter is advantageous if land
    area is available, because a higher solids
    content of the thickened sludge is
    achieved. 
 Dewatering aims to reduce the water
  content further so that the solids content
  of the sludge is about 20 %. The sludge
  can then be handled like a solid.
 Dewatering can be done mechanically
  using a filter press or a centrifuge. It can
  also be done using drying beds. 
 Reuse of composted sludge as a soil
  conditioner returns C, N, P and elements
  essential for plant growth back to the
  soil. Less chemical fertilisers are required.
  The potential of leaching of the nutrients
  to ground or surface water by rainfall
  run-off is much reduced. 
 Pathogens and heavy metals can limit
  the reuse of sludge.
 Final disposal of sludge, which cannot be
  reused, is by landfilling or incineration.
 lining of the landfill with clay or plastic
  liner may be required.
 Incineration of sludge is by a multiple
  hearth furnace or fluidised bed
  furnace. Combustion flue gases usually
  need treatment to meet air pollution
  control standards.
Treatment and disposal of sludge

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Treatment and disposal of sludge

  • 1.
  • 2. Coarse primary solids and secondary biosolids accumulated in a wastewater treatment process must be treated and disposed of in a safe and effective manner. This material may be inadvertently contaminated with toxic organic and inorganic compounds.
  • 3. The purpose of sludge digestion is to reduce the amount of organic matter and the number of disease- causing micro-organisms present in the solids. The most common treatment options include Anaerobic digestion, aerobic digestion, and composting.
  • 4. A bacterial process carried out in the absence of oxygen. a)Thermophilic, in which sludge is fermented in tanks at a temperature of 55°C   b) Mesophlic, at a temperature of around 36°C.
  • 5.  Generates Biogas with a high proportion of methane that may be used to both heat the tank or for other on-site processes..  Its key disadvantage is the long time required for the process (up to 30 days) and the high capital cost.
  • 6. Aerobic digestion is a bacterial process occurring in the presence of oxygen. Under aerobic conditions, bacteria rapidly consume organic matter and convert it into Carbon dioxide.  Once there is a lack of organic matter, bacteria die and are used as food by other bacteria. This stage of the process is known as endogenous respiration. 
  • 7.  Since Aerobic digestion occurs much faster than anaerobic digestion, the capital costs of aerobic digestion are lower.  The operating costs are characteristically much greater for aerobic digestion because of energy costs for Aeration needed to add oxygen to the process.
  • 8. Composting is also an aerobic process that involves mixing the wastewater solids with sources of Carbon such as sawdust, straw or wood chips. In the presence of oxygen, bacteria digest both the wastewater solids and the added carbon source and, in doing so, produce a large amount of heat.
  • 9.
  • 10. convert reduced complex organics to oil.  grit-reduced sludge is heated to 250C and compressed to 40 MPa.  The hydrogen in the water inserts itself between chemical bonds in natural polymers. The oxygen of the water combines with C, H and metals. The oxygen of the water combines with carbon, hydrogen and metals. The result is oil, light combustible gases, carbon dioxide, and residue of inert insoluble material
  • 11. Thickening is carried out in a sedimentation tank or in a sedimentation pond. The latter is advantageous if land area is available, because a higher solids content of the thickened sludge is achieved. 
  • 12.  Dewatering aims to reduce the water content further so that the solids content of the sludge is about 20 %. The sludge can then be handled like a solid.  Dewatering can be done mechanically using a filter press or a centrifuge. It can also be done using drying beds. 
  • 13.
  • 14.  Reuse of composted sludge as a soil conditioner returns C, N, P and elements essential for plant growth back to the soil. Less chemical fertilisers are required. The potential of leaching of the nutrients to ground or surface water by rainfall run-off is much reduced.   Pathogens and heavy metals can limit the reuse of sludge.
  • 15.  Final disposal of sludge, which cannot be reused, is by landfilling or incineration.  lining of the landfill with clay or plastic liner may be required.  Incineration of sludge is by a multiple hearth furnace or fluidised bed furnace. Combustion flue gases usually need treatment to meet air pollution control standards.