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Removal of Nitrogen (N) and phosphorus (P)
Presented By
Md. Rafiqul Islam
ID: 0422042131
CE 6304
Theory of Sewage Treatment
Presented To
Dr. Md. Delwar Hossain
Department of Civil Engineering, BUET
 PROBLEM
Nutrient Pollution
(Eutrophication)
Outline Of the Presentation
 SOLUTION
1. Nitrogen Removal
Biological Process
Chemical process
2. Phosphorus Removal
Biological Process
Chemical process
Forms of Nitrogen
 Organic nitrogen, NH4
+, NH3, NO2
-, NO3
-
 Nitrogen present in the wastewater is present as:
 TKN (Total Kjeldahl Nitrogen): Organic Nitrogen + Ammonia
 TN (Total Nitrogen) : TKN + NO2
- +NO3
-
Nitrification
 Biological Process:
 2NH4
+ + 3O2 2NO2
- + 4H+ + 2H2O (Ammonia oxidizing bacteria
like Notrosomonas)
 2NO2
- + O2 NO3
- (Nitrate oxidizing bacteria like Nitrococcus)
 Overall 2NH4
+ + 4O2 2NO3
- + 4H+ + 2H2O (Nitrifiers)
 Synthesis of cells:
 Autotrophic: CO2 to cell mass.
Denitrification
 In the second stage of nitrogen removal heterotrophic bacteria
oxidizes organic substrate
 The process takes place under anoxic condition
 Bacteria utilize nitrite / nitrate as electron acceptor
 The process of denitrification goes on:
 NO3
- NO2
- NO N2O N2
Denitrification Process
 For organic substrate laden wastewater the overall denitrification reaction
can be represented as:
C10H19O3N + 10NO3 5N2 + 10CO2 + 3H2O + NH3 + 10OH-
 Here wastewater is a electron donor
 If required supplementary source of electron donor like “methanol” or
“acetate” is also added.
For methanol
5CH3OH + 6NO3
- 3N2 + 5CO2 + 7H2O +6OH-
Nitrogen removal using Ludzack- Ettinger process
Nitrogen removal using Modified Ludzack- Ettinger process
Chemical Nitrogen Removal
 Ammonia Stripping
NH4
+ NH3 + H+
 Depends on PH and Temperature
 PH must be in excess of 11 for complete conversion to NH3
 For economical reason, lime is the most common means of raising
the PH.
Forms of Phosphorus in wastewater
 Available to the micro-organism in the form of ortho phosphate (PO4
3-)
 Polyphosphate like Sodium Tripolyphosphote (Na5P3O10) are also concern
 Source: Detergents
 Total inorganic –P = Ortho-P + Polyphosphate
Phosphorus removal using biological method
 Biologically phosphorus is removed by Phosphorus accumulating
organisms (PAOs) by providing them alternatively aerobic and
anaerobic conditions.
Aerobic Conditions
 Stored products (PHB) are oxidized to
release energy
 Uptake phosphate within cell material and
gets phosphate enriched
 P-enriched cells are wasted with waste sludge
Anaerobic Conditions:
 Proliferation of PAOs occur
 PAO assimilate fermentation product
(acetate) into storage products
(polyhydroxybutyrate-PHB)
 Release stored polyphosphate as
ortho phosphate
Phosphorus removal using biological method
Combined N & P removal (University Of Cape Tower Process, UCT)

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0422042131_Removal of N & P.pptx

  • 1. Removal of Nitrogen (N) and phosphorus (P) Presented By Md. Rafiqul Islam ID: 0422042131 CE 6304 Theory of Sewage Treatment Presented To Dr. Md. Delwar Hossain Department of Civil Engineering, BUET
  • 2.  PROBLEM Nutrient Pollution (Eutrophication) Outline Of the Presentation  SOLUTION 1. Nitrogen Removal Biological Process Chemical process 2. Phosphorus Removal Biological Process Chemical process
  • 3. Forms of Nitrogen  Organic nitrogen, NH4 +, NH3, NO2 -, NO3 -  Nitrogen present in the wastewater is present as:  TKN (Total Kjeldahl Nitrogen): Organic Nitrogen + Ammonia  TN (Total Nitrogen) : TKN + NO2 - +NO3 -
  • 4. Nitrification  Biological Process:  2NH4 + + 3O2 2NO2 - + 4H+ + 2H2O (Ammonia oxidizing bacteria like Notrosomonas)  2NO2 - + O2 NO3 - (Nitrate oxidizing bacteria like Nitrococcus)  Overall 2NH4 + + 4O2 2NO3 - + 4H+ + 2H2O (Nitrifiers)  Synthesis of cells:  Autotrophic: CO2 to cell mass.
  • 5. Denitrification  In the second stage of nitrogen removal heterotrophic bacteria oxidizes organic substrate  The process takes place under anoxic condition  Bacteria utilize nitrite / nitrate as electron acceptor  The process of denitrification goes on:  NO3 - NO2 - NO N2O N2
  • 6. Denitrification Process  For organic substrate laden wastewater the overall denitrification reaction can be represented as: C10H19O3N + 10NO3 5N2 + 10CO2 + 3H2O + NH3 + 10OH-  Here wastewater is a electron donor  If required supplementary source of electron donor like “methanol” or “acetate” is also added. For methanol 5CH3OH + 6NO3 - 3N2 + 5CO2 + 7H2O +6OH-
  • 7. Nitrogen removal using Ludzack- Ettinger process
  • 8. Nitrogen removal using Modified Ludzack- Ettinger process
  • 9. Chemical Nitrogen Removal  Ammonia Stripping NH4 + NH3 + H+  Depends on PH and Temperature  PH must be in excess of 11 for complete conversion to NH3  For economical reason, lime is the most common means of raising the PH.
  • 10. Forms of Phosphorus in wastewater  Available to the micro-organism in the form of ortho phosphate (PO4 3-)  Polyphosphate like Sodium Tripolyphosphote (Na5P3O10) are also concern  Source: Detergents  Total inorganic –P = Ortho-P + Polyphosphate
  • 11. Phosphorus removal using biological method  Biologically phosphorus is removed by Phosphorus accumulating organisms (PAOs) by providing them alternatively aerobic and anaerobic conditions. Aerobic Conditions  Stored products (PHB) are oxidized to release energy  Uptake phosphate within cell material and gets phosphate enriched  P-enriched cells are wasted with waste sludge Anaerobic Conditions:  Proliferation of PAOs occur  PAO assimilate fermentation product (acetate) into storage products (polyhydroxybutyrate-PHB)  Release stored polyphosphate as ortho phosphate
  • 12. Phosphorus removal using biological method
  • 13. Combined N & P removal (University Of Cape Tower Process, UCT)