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Transcript of Ecosan - sandec
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ECOLOGICAL SANITATION(ECOSAN)
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What is EcoSan?
Not a technology but a strategic sanitation
approach.
Comprehensive approach trying to integrate
all aspects of sanitation: human waste, solidwaste, greywater, drainage.
Approach linking sanitation with agriculture.
Approach for both North and South.
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Objective of EcoSan
The objective of EcoSan is not to
promote any particular technology, but
to bring forward a new philosophy of
dealing with what in the past has beenregarded as waste and wastewater.
Move away from a linear to a circularflow of nutrients.
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Criteria for EcoSan systems
affordability
acceptability
return of
nutrients
Environmental
protection
Disease
prevention
simplicity
Ecosan
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Disadvantages of conventional
approach End of pipe technology:
Pipe it first away, thenthink about what comes
next.
High drinking waterconsumption as
transport media.
Discharge of preciousnutrients (N, P, K) in
water bodies, leading to
eutrophication.
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Disadvantages of conventional
approach (cont.) High costs for
construction, operationand maintenance.
Expertise for O&M
required. Combining all kinds of
wastewater and
occasionally stormwater makes removal o
pollutants very difficult.
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Ecosan approach - advantages Barrier against the
spread of diseasescaused by pathogens in
human excreta.
Nutrient recovery (N, P,K) in agriculture.
Eutrophication of water
bodies reduced. Drinking water
consumption reduced.
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EcoSan approach advantages
(cont.) Possibility to produce
energy (biogas).
Lower costs for
construction, operation
and maintenance. Aspects of solid waste
management can be
integrated(comprehensive
approach)
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Working principles
Waste is a resource
Nutrient loops must be closed
(nutrient recycling)
Healthy living conditions must be
promoted
Water consumption must beminimized
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What is really new? The speciality of the
new approach is to view
urine, faeces and
greywater separately as
components with
different characteristicsin term of pathogens,
nutrient content and
benefits to soil andplants.
Waste waste!!!
FaecesGrey-
water
Urine
Waste-water
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Characteristics of the different
components of human waste
47%12%41%30kg/cap*aCSB
0*
54%
50%
87%
500
Urine
107-109
/100ml
104-106
/100ml-
Faecal
coliforms
12%34%1.8kg/cap*aPotassium
40%10%0.75kg/cap*aPhosphorous
10%3%4.5kg/cap*aNutrients
Nitrogen
5025000-
100000
25000-
100000
Volume
[l/cap*a]
FaecesGreywaterTotal
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Characteristics of the different
components of human waste
47%12%41%30kg/cap*aCSB
0*
54%
50%
87%
500
Urine
107-109
/100ml
104-106
/100ml-
Faecal
coliforms
12%34%1.8kg/cap*aPotassium
40%10%0.75kg/cap*aPhosphorous
10%3%4.5kg/cap*aNutrients
Nitrogen
5025000-
100000
25000-
100000
Volume
[l/cap*a]
FaecesGreywaterTotal
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Urine the perfect fertiliser
Contains almost all the nitrogen and big parts of the
potassium and phosphorous excreted by humans. N:P:K = 10:1:2
Nutrients are in ideal forms for uptake by plants: nitrogen i
form of urea, phosphorus in form of superphosphate and
potassium as an ion.
Heavy metal concentrations are much lower than those of
most chemical fertilisers.
Urine is usually sterile (exceptions known by urinary tractinfections). Contamination with pathogens occurs only if
urine is exposed to faeces.
Easily applicable, diluted or not, depending on the crop and
crop stage.
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Microorganisms in urine
Urine is sterile in the bladder.
Freshly excreted urine contains < 10000 bacteria/ml. In some cases urine contains protozoa and viruses, which
are the most persistent.
Faecal contamination constitutes the main risk.
After a storage time of 6 months, urine can be used without
restrictions for fertilising purposes (from a microbiological
point of view).
Higher temperature, lower dilution and low or high pHaccelerate inactivation.
Other possibilities to minimise the risks: personal
protection, appropriate fertilising techniques, choice of
crop.
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Characteristics of the different
components of human waste
47%12%41%30kg/cap*aCSB
0*
54%
50%
87%
500
Urine
107-109
/100ml
104-106
/100ml-
Faecal
coliforms
12%34%1.8kg/cap*aPotassium
40%10%0.75kg/cap*aPhosphorous
10%3%4.5kg/cap*aNutrients
Nitrogen
5025000-
100000
25000-
100000
Volume
[l/cap*a]
FaecesGreywaterTotal
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Faeces soil conditioner
Mainly undigested organic matter made up of carbon.
Faeces contain almost all pathogens: bacteria (e.g. faecal coliforms, vibro cholerae)
viruses (e.g. rota virus)
protozoa (e.g. amoeba hystolitica)
helminths (e.g. Ascaris eggs, tapeworm eggs)
Applied to the soil, processed faeces can:
increase the organic matter content,
improve the water holding capacity, increase the availability of nutrients.
help maintaining a healthy population of beneficial organisms.
Attention! Faeces are hygienically precarious and must be
treated before reused in agriculture!
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Greywater quantitative proble
Greywater = Any water that has been used in the
home, except water from toilets. Hygienically not very precarious.
Big quantities with low nutrient content.
Easily treatable (mostly with soil filters).
Main issues: Fats from kitchen wastewater, soap,
chemicals etc.
Main reuse purpose: irrigation
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Ecosan - How to do?
Dont mix!
Keep the volume of dangerous material small bydiverting the urine and not adding flushing water.
Prevent the disposal of material containing
pathogens by storing it in some kind of securedevice until safe for recycling.
Reduce the volume and weight of pathogenic
material by dehydration and/or decomposition tofacilitate storage, transport and further treatment.
Greywater: water conservation, attention to soaps,
cleansers and other household chemicals.
Fl h 1 d i
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Treatment
Flow scheme 1: dont mix; treat greywater
and faeces
Treatment
Greywater Fac
es
Urine
Reuse
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Flow scheme 2: mix and treat everything
Treatment Treatment
Greywater
Blackwater
Reuse
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Urine diversion yes or no?
Special toilet seats diverturine from faeces.
Urine and faeces are
stored in different
containers or vaults.
Urine and faeces arecollected and treated
together in the toilet
vault.
Greywater is collected
and treated separately.
Principle:
DehydrationAerobic (composting) or
anaerobic (e.g. biogas)
Treatment
process offaeces:
Dont mixMix
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Urine diversion yes or no?
easier to avoid excesshumidity
reduced cross-
contamination
urine as fertiliser, faece
as soil conditioner
no (or small) odour
problemsDifferent and
appropriate treatment of
faeces and urine
no special design of theseat-riser required
cultural acceptance
higher
toilet seat and squatting
pan usually cheaper
Advantages:
Dont mixMix
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Urine diversion yes or no?
special toilet seat orsquatting pan, usually
more expensive
2 different fractions to
deal with (urine and
faeces)
liquids arecontaminated with
pathogens and must be
treated before reused as
fertilizer
loss of sterile fertiliser
(urine)
often odour problemstreatment of faecal
sludge more problematic
Drawbacks:
Dont mixMix
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Urine separation toilet how
does it work?
Seat riser orsquatting pan are
constructed in such
a way that urine isseparated before
any contact with
faeces occurs.
[Esrey et al, 1998]
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Diverting toilets exampleDouble-vault
dehydrating toilet
squatting slab with urine
diversion
pot for collecting urine one drop hole not in use is
closed (with mortar or stone)
bucket with ash to support
the dehydration process inthe processing chambers
Dehydrating toilet, Vietnam (Montagero,1999)
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Diverting toilets exampleDouble-vault
dehydrating toilet
2 processing chambers, only
one in use
When one chamber is full(approx. after 6 months
design criteria!), it is closed
and the second one opened
The faeces in the closedchamber are treated by
dehydration
The chambers are
completely above ground
[Esrey et al, 1998]
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2
Diverting toilets example
The processed material is
taken out of the vault after 6
months and is safe to handle
Double-vault
dehydrating toilet
[Strauss, 1987]
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Diverting toilets example
The processed material is
taken out of the vault after 6
months and is safe to handle
The material looks and
smells like mulch and can be
reused as soil conditioner in
agriculture Urine is collected in a jerry
can or a bucket and
periodically brought to the
fields or to the garden
Double-vault
dehydrating toilet
[Strauss, 1987]
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2
Design criteria urine diversionSeat or squatting
pan?
Mostly depending on cultural
settings!
China, Uganda, Vietnam :
squatting pans
Squatting pan in Uganda
[Schattauer, 2000]
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Design criteria urine diversionSeat or squatting
pan?
Mostly depending on cultural
settings!
China, Uganda, Vietnam :
squatting pans
Squatting pan in China
[Anderson, 2001]
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Design criteria urine diversionSeat or squatting
pan?
Mostly depending on cultural
settings!
Mexico, Guatemala,
Zimbabwe, Europe ...: seat
riser
Seat riser in Simbabwe
[Andersson, 2001]
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Design criteria urine diversion
Processing chambers
Always 2 chambers
Above ground level, sealed
Access to the chambers should be possible from
outside the house
Volume according to accumulation rate and numberof users;
guide value:
100 l/user and chamber
(there is only a small volume reduction due to
addition of ash and anaerobic process)
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Design criteria urine diversion
Processing chambers (cont.)
Retention time: 6 to 12 months
Why so long? Required retention time is based onthe inactivation of pathogens in the faeces. The goal
is to have a safe material to handle with.
Critical factor are especially the Ascaris eggs, with avery high resistance and a very slow inactivation.
Inactivation of Ascaris eggs (experiments done in
China in 2000):30 days 3.5% 120 days 94%
60 days 50% 180 days 98.5%
90 days 90% 360 days 99.9%
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Design criteria urine diversion
Processing chambers (cont.)
Inactivation rate of pathogens depends on:
pH: high pH high inactivation
A pH higher than 9 is detrimental to all microbial growth.
Measure: Addition of ash
Moisture: low moisture high inactivation
Moisture
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Design criteria urine diversion
Aeration: Make sure
the chambers aresufficiently aerated!
vent pipe
window
Other criteria
[Chinese Academy of PreventiveMedicine, 2000]
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Design criteria urine diversion
Urine pipe:
blockages mayoccur due to
precipitation in the
pipe
cheap plastic pipe not too long
Other criteria
[Andersson, 2001]
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Design criteria urine diversion
Other criteria
Urine tank: odour
problems couldoccur, transport
must be easy
closed jerry cans
not too big[Chinese Academy of PreventiveMedicine, 2000]
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O&M of urine diversion toilets
Addition of ash: to increase pH and to reduce
moisture cover the fresh faeces with same amoun
of ash
In addition: lime, sawdust, husks, dry soil,...
Toilet paper separation: Toilet paper will not
disintegrate in the chamber (only dehydration
process) separate collection in a bucket
Attention! Men have to sit when urinating!
If the toilets are well operated and maintained, no
odour problems will occur since odours arise from
moisture and the contact between urine and faeces.
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Urine how to apply?
Urine is usually sterile, but if possible:
store it as long as possible (inactivation ofpathogens)
dilution or not for application: not clear yet, but
diluted is safer application: best time just before planting, mixed int
the soil (otherwise ammonium would transform to
ammonia and evaporate) some plants prefer ammonia, some prefer nitrate; 2
weeks after application, all ammonia has normally
been transformed to nitrate.