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Composting of Mixtures of Municipal Solid Waste and Sewage Sludge in Kuwait M.F. Hamoda , Ph.D., P.Eng. Professor of Environmental Engineering Kuwait University, Kuwait
Contents ,[object Object],[object Object],[object Object],[object Object]
Introduction ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Composition of MSW in Kuwait  Food 55% 10% Paper 8% 5% Glass 4 % 9%
Materials and Methods ,[object Object],[object Object],[object Object],[object Object]
Characteristics of mixed MSW and Sewage Sludge ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Table 1. Chemical composition of dewatered MSS sample Parameter Mean Value Standard Error of the Mean pH 7.7 0.15 Moisture Content (%) 54.1 2.24 Organic Matter @ 550  o C (%) 61.5 18.67 Total Organic Carbon (%) 34.2 0.63 Total Kjeldahl Nitrogen (%) 6.1 0.12 C:N Ratio 5.6 0.15
Table 1. Chemical composition of dewatered MSS samples Table 2. Chemical composition of MSW samples   Parameter Mean Value Standard Error of the Mean pH 7.7 0.15 Moisture Content (%) 54.1 2.24 Organic Matter @ 550  o C (%) 61.5 18.67 Total Organic Carbon (%) 34.2 0.63 Total Kjeldahl Nitrogen (%) 6.1 0.12 C:N Ratio 5.6 0.15 Parameter Mean Value Standard Error of the Mean pH 5.3 0.23 Moisture Content (%) 61.3 3.95 Organic Matter @ 550  o C (%) 77.93 3.10 Total Organic Carbon (%) 45.2 1.80 Total Kjeldahl Nitrogen (%) 2.47 0.28 C:N Ratio 18.3 3.09
Table 3. Characteristics of mixtures of municipal solid wastes and sewage sludges MSW :  MSS  ( Ratio)   Moisture Content (%) C/N (Ratio) Volatile Solids (%) 1:1   54.06 15.25 71.28 2:1 56.78 16.33 72. 35 4:1   58.12 17.36 74.12
In-Vessel Experimental Unit
In-vessel Units ,[object Object]
In-vessel units ,[object Object]
Windrow Composting Pile
Experimental Set-up Water Cooler Compute r Compresso r Water Pump In-vessel Composting Unit Sludge Temp. Probe Air Vent Air Filter / umidifier Electrical Heaters/Off
Results and Discussion ,[object Object],[object Object],[object Object],[object Object],[object Object]
3.1 Reduction in Volatile Solids during Composting of MSW
3.2 Reduction in Volatile Solids during Co-composting of Mixtures of MSW: MSS (2:1)
3.3 Reduction in Volatile Solids during Co-composting of Mixtures of MSW:MSS (4:1)
3.4 Reduction in Organic Carbon during Composting of MSW
3.5 Reduction in Organic Carbon during  Co-composting of Mixtures of MSW:MSS (2:1)
3.6 Reduction in Organic Carbon during  Co-composting of Mixtures of MSW:MSS (4:1)
3.7 Variations in C/N Ratio during Composting of MSW
3.8  Variations in C/N Ratio during Co-composting of  Mixtures of MSW:MSS (2:1)
3.9 Variations in C/N Ratio during Co-composting of Mixtures of MSW:MSS (4:1)
Kinetic Analysis of VS Reduction ,[object Object],[object Object],[object Object],[object Object],[object Object]
3.10 Kinetic Analysis  for In-Vessel VS Reduction of MSW at 15  o C
3.11 Kinetic Analysis for In-Vessel VS Reduction of MSW at 45  o C
3.12 Kinetic Analysis for Windrow VS Reduction of MSW at 20  o C
Table 4.  Kinetic rates (k)  for VS reductions during in-vessel composting of MSW  
Conclusions ,[object Object],[object Object],[object Object],[object Object]

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Dr. Mohammed Hamoda - Composting of Mixtures of Municipal Solid Wastes and Sewage Sludge in Kuwait

  • 1. Composting of Mixtures of Municipal Solid Waste and Sewage Sludge in Kuwait M.F. Hamoda , Ph.D., P.Eng. Professor of Environmental Engineering Kuwait University, Kuwait
  • 2.
  • 3.
  • 4. Composition of MSW in Kuwait Food 55% 10% Paper 8% 5% Glass 4 % 9%
  • 5.
  • 6.
  • 7. Table 1. Chemical composition of dewatered MSS sample Parameter Mean Value Standard Error of the Mean pH 7.7 0.15 Moisture Content (%) 54.1 2.24 Organic Matter @ 550 o C (%) 61.5 18.67 Total Organic Carbon (%) 34.2 0.63 Total Kjeldahl Nitrogen (%) 6.1 0.12 C:N Ratio 5.6 0.15
  • 8. Table 1. Chemical composition of dewatered MSS samples Table 2. Chemical composition of MSW samples   Parameter Mean Value Standard Error of the Mean pH 7.7 0.15 Moisture Content (%) 54.1 2.24 Organic Matter @ 550 o C (%) 61.5 18.67 Total Organic Carbon (%) 34.2 0.63 Total Kjeldahl Nitrogen (%) 6.1 0.12 C:N Ratio 5.6 0.15 Parameter Mean Value Standard Error of the Mean pH 5.3 0.23 Moisture Content (%) 61.3 3.95 Organic Matter @ 550 o C (%) 77.93 3.10 Total Organic Carbon (%) 45.2 1.80 Total Kjeldahl Nitrogen (%) 2.47 0.28 C:N Ratio 18.3 3.09
  • 9. Table 3. Characteristics of mixtures of municipal solid wastes and sewage sludges MSW : MSS ( Ratio)   Moisture Content (%) C/N (Ratio) Volatile Solids (%) 1:1   54.06 15.25 71.28 2:1 56.78 16.33 72. 35 4:1   58.12 17.36 74.12
  • 11.
  • 12.
  • 14. Experimental Set-up Water Cooler Compute r Compresso r Water Pump In-vessel Composting Unit Sludge Temp. Probe Air Vent Air Filter / umidifier Electrical Heaters/Off
  • 15.
  • 16. 3.1 Reduction in Volatile Solids during Composting of MSW
  • 17. 3.2 Reduction in Volatile Solids during Co-composting of Mixtures of MSW: MSS (2:1)
  • 18. 3.3 Reduction in Volatile Solids during Co-composting of Mixtures of MSW:MSS (4:1)
  • 19. 3.4 Reduction in Organic Carbon during Composting of MSW
  • 20. 3.5 Reduction in Organic Carbon during Co-composting of Mixtures of MSW:MSS (2:1)
  • 21. 3.6 Reduction in Organic Carbon during Co-composting of Mixtures of MSW:MSS (4:1)
  • 22. 3.7 Variations in C/N Ratio during Composting of MSW
  • 23. 3.8 Variations in C/N Ratio during Co-composting of Mixtures of MSW:MSS (2:1)
  • 24. 3.9 Variations in C/N Ratio during Co-composting of Mixtures of MSW:MSS (4:1)
  • 25.
  • 26. 3.10 Kinetic Analysis for In-Vessel VS Reduction of MSW at 15 o C
  • 27. 3.11 Kinetic Analysis for In-Vessel VS Reduction of MSW at 45 o C
  • 28. 3.12 Kinetic Analysis for Windrow VS Reduction of MSW at 20 o C
  • 29. Table 4. Kinetic rates (k) for VS reductions during in-vessel composting of MSW  
  • 30.