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Research Faecal Sludge Treatment
Background
Gap Analysis in Emergency Water,
Sanitation and Hygiene Promotion
(HIF 2013)
1. Latrines in locations where no pits are possible
(urban, high watertable/flooding)
2. Latrine emptying and desludging
3. Faecal sludge disposal options after desludging
and treatment !!MOST CHALLENGING GAP!!
4. Urban alternatives for excreta disposal
Problem
• Lack of space for treatment (urban area)
• High water table (no digging possible)
• No off site treatment/disposal site, no skilled
labour
• Security
• Faecal sludge source of disease (Cholera Haiti)
• Raised latrine full after 1 week
Objective
• Sanitization Faecal Sludge
• Simple & rapid & easy to
put in place
• Easy to operate & maintain
& reliable
• Demonstrate feasibility at
scale and document the
whole process
• Process to be incorporated
in the Oxfam and/or IFRC
catalogue
• From Speed to Seed
Field testing Malawi
• 5 Students from Unesco-
IHE & TUD
• 3 Treatment Methods for
Centralised Treatment :
– Lime, Ammonia, Lactic
Acid
• 3 Decentralised
Treatment (SEED)- on-
going research:
– Worm Toilet, Terra Preta
Toilet, Anaerobic Digester
Emergency Faecal Sludge Treatment Methods:
Preliminary Field Testing Results
Treatment
• Treatment Time
• Final Concentration of
E-coli, Salmonella and
Faecal Coliform
• pH
• Quantities of
Chemical Addition for
Treatment
Ammonia
• 4-8 days
• <1000 cfu/ 100ml
• pH 9
• 2% Urea w/w (20g
urea/kg Sludge =9g
TAN/kg Sludge)
Lime
• 2 hours
• <1000 CFU/ 100ml
• pH 11
• 12-16g Lime per kg
Sludge ( The buffer
capacity varied
considerably between
sludges)
Lactic Acid
• 7-9 days
• <1000 cfu/ 100ml
• pH 4
• 20-30 g/L Lactic acid
concentration (using
10%w/w preculture, 2g
simple sugar/kg sludge)
Lactic Acid Experiments
• 3 Log removal for E-coli
7-9 days
• 10% w/w milk
preculture, 10% w/w
molasses ( 2kg simple
sugar/1000kg sludge)
• 20-30g/L lactic acid
• pH: 3.8-4.2
• Next Phase –
knowledge applied to
Terra Preta Toilet
UREA EXPERIMENTS
• 3 Log removal 4-8 days
after addition of urea
• 2% Urea observed to be
the most effective
• pH 9 – 9.5
• Reactors must be sealed
• High temperature can
enhance treatment
• Next Phase – upscale to
Bladder
LIME EXPERIMENTS - MALAWI
• 50L Drum Experiments
• pH Control - Addition of
Hydrated Lime ( CaOH)
& 10’ mixing
• > pH 10.2 to <1000
CFU/100ml within 1
hour
• No distinct reduction in
COD and TS or VS within
• Further research 
Control
pH 7
pH 9 pH 10 pH 11 pH 12
1.00E+00
1.00E+01
1.00E+02
1.00E+03
1.00E+04
1.00E+05
1.00E+06
1.00E+07
0 2 4 6
E-coliConcentration(CFU/100ml)
Time elapsed since Lime addition (hours)
E-coli Removal
Control (
no mix)
Control (
mixing
pH 9
pH 10,2
pH 11
pH 12
Future Work
Additional Research is essential to ensure that
a robust method which safeguards public
health can be established for faecal sludge
treatment in an emergency context
(De) Centralized:
• Lime Treatment
• Urea Treatment
On site:
• Self-mixing Anaerobic
Digester
• Worm Toilet
• Terra Preta Sanitation Toilet
Future work
(De-) centralized treatment:
• Upscale options, test robustness of process on different
sludge types & in different settings
• Investigate sanitization, stabilization, costs
• Devise the process conditions required for Faecal
Sludge Treatment to achieve the WHO guideline
sanitation requirements.
On-site systems:
• Compare and contrast each of the on-site sanitation
systems
• Investigate the functionality of the on-site sanitation
systems
• Investigate sanitization, stabilization, costs, useful
byproducts
Thank you for your input!
www.emergencysanitationproject.org
www.speedkits.eu
emergencysanitation@waste.nl

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Research findings faecal sludge treatment

  • 2. Background Gap Analysis in Emergency Water, Sanitation and Hygiene Promotion (HIF 2013) 1. Latrines in locations where no pits are possible (urban, high watertable/flooding) 2. Latrine emptying and desludging 3. Faecal sludge disposal options after desludging and treatment !!MOST CHALLENGING GAP!! 4. Urban alternatives for excreta disposal
  • 3. Problem • Lack of space for treatment (urban area) • High water table (no digging possible) • No off site treatment/disposal site, no skilled labour • Security • Faecal sludge source of disease (Cholera Haiti) • Raised latrine full after 1 week
  • 4. Objective • Sanitization Faecal Sludge • Simple & rapid & easy to put in place • Easy to operate & maintain & reliable • Demonstrate feasibility at scale and document the whole process • Process to be incorporated in the Oxfam and/or IFRC catalogue • From Speed to Seed
  • 5. Field testing Malawi • 5 Students from Unesco- IHE & TUD • 3 Treatment Methods for Centralised Treatment : – Lime, Ammonia, Lactic Acid • 3 Decentralised Treatment (SEED)- on- going research: – Worm Toilet, Terra Preta Toilet, Anaerobic Digester
  • 6. Emergency Faecal Sludge Treatment Methods: Preliminary Field Testing Results Treatment • Treatment Time • Final Concentration of E-coli, Salmonella and Faecal Coliform • pH • Quantities of Chemical Addition for Treatment Ammonia • 4-8 days • <1000 cfu/ 100ml • pH 9 • 2% Urea w/w (20g urea/kg Sludge =9g TAN/kg Sludge) Lime • 2 hours • <1000 CFU/ 100ml • pH 11 • 12-16g Lime per kg Sludge ( The buffer capacity varied considerably between sludges) Lactic Acid • 7-9 days • <1000 cfu/ 100ml • pH 4 • 20-30 g/L Lactic acid concentration (using 10%w/w preculture, 2g simple sugar/kg sludge)
  • 7. Lactic Acid Experiments • 3 Log removal for E-coli 7-9 days • 10% w/w milk preculture, 10% w/w molasses ( 2kg simple sugar/1000kg sludge) • 20-30g/L lactic acid • pH: 3.8-4.2 • Next Phase – knowledge applied to Terra Preta Toilet
  • 8. UREA EXPERIMENTS • 3 Log removal 4-8 days after addition of urea • 2% Urea observed to be the most effective • pH 9 – 9.5 • Reactors must be sealed • High temperature can enhance treatment • Next Phase – upscale to Bladder
  • 9. LIME EXPERIMENTS - MALAWI • 50L Drum Experiments • pH Control - Addition of Hydrated Lime ( CaOH) & 10’ mixing • > pH 10.2 to <1000 CFU/100ml within 1 hour • No distinct reduction in COD and TS or VS within • Further research  Control pH 7 pH 9 pH 10 pH 11 pH 12 1.00E+00 1.00E+01 1.00E+02 1.00E+03 1.00E+04 1.00E+05 1.00E+06 1.00E+07 0 2 4 6 E-coliConcentration(CFU/100ml) Time elapsed since Lime addition (hours) E-coli Removal Control ( no mix) Control ( mixing pH 9 pH 10,2 pH 11 pH 12
  • 10. Future Work Additional Research is essential to ensure that a robust method which safeguards public health can be established for faecal sludge treatment in an emergency context (De) Centralized: • Lime Treatment • Urea Treatment On site: • Self-mixing Anaerobic Digester • Worm Toilet • Terra Preta Sanitation Toilet
  • 11. Future work (De-) centralized treatment: • Upscale options, test robustness of process on different sludge types & in different settings • Investigate sanitization, stabilization, costs • Devise the process conditions required for Faecal Sludge Treatment to achieve the WHO guideline sanitation requirements. On-site systems: • Compare and contrast each of the on-site sanitation systems • Investigate the functionality of the on-site sanitation systems • Investigate sanitization, stabilization, costs, useful byproducts
  • 12. Thank you for your input! www.emergencysanitationproject.org www.speedkits.eu emergencysanitation@waste.nl