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WATER POLLUTION-
TERTIARY
TREATMENT
TECHNOLOGY
TERTIARY TREATMENT
Inorganic chemicals, bacteria, viruses,
and parasites are all removed during
the tertiary treatment.
After these dangerous compounds
have been removed, the treated water
is safe to reuse, recycle, or release into
the environment.
RESONS FOR UNDERGOING
TERTIARY TREATMENT
 To remove total suspended solids and organic matter those are present in
effluents after secondary treatment.
 To remove specific organic and inorganic constituents from industrial
effluent to make it suitable for reuse.
 To make treated waste water suitable for land application purpose or directly.
 To remove residual nutrients beyond what can be accomplished by earlier
treatment methods.
 To remove pathogens from the secondary treated effluents.
 To reduce total dissolved solids (TDS) from the secondary treated effluent to
meet reuse quality standards.
• Nutrient removal (Ammonia and
Phosphorus)
• Nitrification/Denitrification
• Ion exchange
• Membrane processes
PROCESSES
PHOSPHORUS REMOVAL
A) Physical:
• filtration for particulate
phosphorus
• membrane technologies
B) Chemical:
• precipitation
C) Biological:
• enhanced biological
phosphorus removal (EBPR)
AMMONIA REMOVAL
The most common processes for removal of
ammonia from wastewater are
• i) Air stripping
• ii) Biological nitrification and
denitrification.
AIR STRIPPING
• It consists of converting ammonium to
gaseous phase and then dispersing the
liquid in air, thus allowing transfer of the
ammonia from wastewater to the air
• The most important and efficient reactor
for air stripping is counter current spray
tower.
BIOLOGICAL NITRIFICATION
AND DENITRIFICATION
• Nitrification
Conversion to Nitrate
• Denitrification
Conversion to N2 gas
ION EXCHANGE
Ion Exchange can be used in
wastewater treatment plants to
swap one ion for another for the
purpose of demineralization. The
widest application of this process is
in domestic water softening
MEMBRANE PROCESSES
The membrane processes can be classified into
sub-processes such as
• Microfiltration (MF)
• Ultrafiltration (UF)
• Nanofiltration (NF)
• Reverse osmosis (RO)
ADVANTAGES OF MEMBRANE OPERATION
• Separation takes place at ambient
temperature without phase
change.
• Separation takes place without
accumulation of product inside membrane
(unlike ion exchange resins, which needs
replacement/regulations).
• No need of chemical additives for
separations.
REVERSE OSMOSIS
 Reverse osmosis removes many types of
large molecules and ions from effluents
by applying pressure to the effluents
when it is on one side of a selective
membrane.
 RO is used to remove specific dissolved
organic constituents from wastewater
remaining after advanced treatment with
depth filtration or MF.
 RO system can operate at 90 % efficiency.
 Normally pressure of 5 -8 MPa is
used in practice
NANOFILTRATION (NF)
• Nanofiltration (NF) is a rapidly
advancing membrane separation
technique for water and
wastewater treatment as well as
concentration/separation of
antibiotics and pharmaceuticals
due to its unique charge-based
repulsion property and high rate of
permeation.
• This process is also called as low
pressure RO or membrane
softening.
• The operating pressure used in NF is
typically 0.5 to 1.5 MPa.
ULTRAFILTRATION (UF)
• It is a clarification and
disinfection membrane
operation. UF membranes are
porous and allow only coarser
solutes (macromolecules) to be
rejected. All types of
microorganisms as viruses and
bacteria and all types of particles
can be removed by this process
• Operating pressure is kept low as
50- 500 KPa.
MICROFILTRATION (MF)
• Microfiltration (MF) membranes are
having
0.1 µm or more pore size. It is
generally used for particulate matter
removal. The pressure used in this
process is similar to that of UF.
CLASSIFICATION OF
MEMBRANES
Porous membranes
Non-Porous membranes
POROUS MEMBRANES
• Fixed pores are present in these membranes.
• These pores are sub-divided into three types:
• Macropores- Theses are larger than 50 nm
• Mesopores- These are in the range of 20 to 50 nm
• Micropores- These are in the size less than 2 nm.
MF and UF are porous membranes while, NF could be
classified in an intermediate class between porous and
non porous membranes.
NON POROUS MEMBRANES
• These are dense media membranes. The
diffusion of species takes place in the free
volume which is present between the
macromolecular chains of the membrane
material.
• RO is non porous membrane.
ENS 37.pptx
ENS 37.pptx

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ENS 37.pptx

  • 2. TERTIARY TREATMENT Inorganic chemicals, bacteria, viruses, and parasites are all removed during the tertiary treatment. After these dangerous compounds have been removed, the treated water is safe to reuse, recycle, or release into the environment.
  • 3. RESONS FOR UNDERGOING TERTIARY TREATMENT  To remove total suspended solids and organic matter those are present in effluents after secondary treatment.  To remove specific organic and inorganic constituents from industrial effluent to make it suitable for reuse.  To make treated waste water suitable for land application purpose or directly.  To remove residual nutrients beyond what can be accomplished by earlier treatment methods.  To remove pathogens from the secondary treated effluents.  To reduce total dissolved solids (TDS) from the secondary treated effluent to meet reuse quality standards.
  • 4. • Nutrient removal (Ammonia and Phosphorus) • Nitrification/Denitrification • Ion exchange • Membrane processes PROCESSES
  • 5. PHOSPHORUS REMOVAL A) Physical: • filtration for particulate phosphorus • membrane technologies B) Chemical: • precipitation C) Biological: • enhanced biological phosphorus removal (EBPR)
  • 6. AMMONIA REMOVAL The most common processes for removal of ammonia from wastewater are • i) Air stripping • ii) Biological nitrification and denitrification.
  • 7. AIR STRIPPING • It consists of converting ammonium to gaseous phase and then dispersing the liquid in air, thus allowing transfer of the ammonia from wastewater to the air • The most important and efficient reactor for air stripping is counter current spray tower.
  • 8. BIOLOGICAL NITRIFICATION AND DENITRIFICATION • Nitrification Conversion to Nitrate • Denitrification Conversion to N2 gas
  • 9. ION EXCHANGE Ion Exchange can be used in wastewater treatment plants to swap one ion for another for the purpose of demineralization. The widest application of this process is in domestic water softening
  • 10. MEMBRANE PROCESSES The membrane processes can be classified into sub-processes such as • Microfiltration (MF) • Ultrafiltration (UF) • Nanofiltration (NF) • Reverse osmosis (RO)
  • 11. ADVANTAGES OF MEMBRANE OPERATION • Separation takes place at ambient temperature without phase change. • Separation takes place without accumulation of product inside membrane (unlike ion exchange resins, which needs replacement/regulations). • No need of chemical additives for separations.
  • 12. REVERSE OSMOSIS  Reverse osmosis removes many types of large molecules and ions from effluents by applying pressure to the effluents when it is on one side of a selective membrane.  RO is used to remove specific dissolved organic constituents from wastewater remaining after advanced treatment with depth filtration or MF.  RO system can operate at 90 % efficiency.  Normally pressure of 5 -8 MPa is used in practice
  • 13. NANOFILTRATION (NF) • Nanofiltration (NF) is a rapidly advancing membrane separation technique for water and wastewater treatment as well as concentration/separation of antibiotics and pharmaceuticals due to its unique charge-based repulsion property and high rate of permeation. • This process is also called as low pressure RO or membrane softening. • The operating pressure used in NF is typically 0.5 to 1.5 MPa.
  • 14. ULTRAFILTRATION (UF) • It is a clarification and disinfection membrane operation. UF membranes are porous and allow only coarser solutes (macromolecules) to be rejected. All types of microorganisms as viruses and bacteria and all types of particles can be removed by this process • Operating pressure is kept low as 50- 500 KPa.
  • 15. MICROFILTRATION (MF) • Microfiltration (MF) membranes are having 0.1 µm or more pore size. It is generally used for particulate matter removal. The pressure used in this process is similar to that of UF.
  • 16.
  • 18. POROUS MEMBRANES • Fixed pores are present in these membranes. • These pores are sub-divided into three types: • Macropores- Theses are larger than 50 nm • Mesopores- These are in the range of 20 to 50 nm • Micropores- These are in the size less than 2 nm. MF and UF are porous membranes while, NF could be classified in an intermediate class between porous and non porous membranes.
  • 19. NON POROUS MEMBRANES • These are dense media membranes. The diffusion of species takes place in the free volume which is present between the macromolecular chains of the membrane material. • RO is non porous membrane.