sanitation systems and technologies for developing countries - sswm
TRANSCRIPT
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Sanitation systems and technologies for developing countries
Kai Udert and Elizabeth Tilley
Eawag: Swiss Federal Institute of Aquatic Science and Technology
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The problem
There is no urban wastewater management
or
Technological solutions are not appropriate or not working
by courtesy of Christoph Lüthi
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Wastewater treatment in Switzerland
Today’s solution:large centralizedwastewater treatment plants.
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1950
Return sludge
Excess sludge
Activated Sludge
Sludge Age
(days)
2 – 4 20 - 401960
1970
1980
1990
2000
P precipitation
Nitrification
Denitrification
anaerobic anoxic Nitrification
Denitrification Nitrification
P-Removal
Volume
(L pers
Nitrification
8 - 12 80 - 140
Fe, Al
10 - 15 100 - 160
14 - 20 140 - 200
1950
Outflow
Clarifier
InflowBOD Degradation
2 – 4 20 1960
1970
1980
1990
2000
Biological P-
-1)
8 - 12 80 - 140
Fe, Al
10 - 15 100 - 160
14 - 20 140 - 200
by courtesy of H.Siegrist
Development of Wastewater Treatment
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Centralized systems are effective but costly
97% of population connected to central WWTP
Estimated nutrient removal: 70% P 25% N
40’000 km public sewers and about 40‘000 km private drains
Value of system: ~ 100 billion CHF (about 14‘000 CHF/capita)
About 90% of the capital costs in the sewers
Operational costs: 3.5 billion CHF
by courtesy of Max MaurerBUWAL (1996), BAFU (2008), Siegrist & Boller (1997)
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Wastewater Management in CH
What is the purpose?
What does the technology require?
John Snow, London 1854
?
?
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Wastewater Management in CH
What is the purpose?
• Hygiene• Convenience• Protection of nature
and water resources
What does the technology require?
• Experienced staff• Efficient administration• Energy and resources (e.g. chemicals for precipitation)• Water• Money
John Snow, London 1854
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Cities without sewers
• Represent more than 90% of cities in developing countries
• Are very heterogeneous in urban infrastructure
• Often lack financial and human resources for sanitation development and upgrading
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The wider view
Cycles of water and nutrients
Wastewater is a mixture of very different streams
Necessary elements of sanitation systems
Organizational possibilities
Settlement
Agriculture
Water bodies
SettlementSettlement
AgricultureAgriculture
Water bodiesWater bodies
Urine
Feces
Greywater
C N P Q
Urine
Feces
Greywater
C N P Q
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Cycles
Settlement
Agriculture
Water bodies
?
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Cycles
Settlement
Agriculture
Water bodies
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47%12%41%30kg/cap·yrCOD
0*
54%
60%
85%
500
Urine
107-109
/100ml104-106 /100ml-Faecal coliforms
12%34%1.4 - 2.0 kg/cap·yrPotassium
30%10%**0.3 - 0.8 kg/cap·yrPhosphorus
10%5%2 - 4 kg/cap·yrNutrientsNitrogen
5025’000-100’000
25’000-100’000Volume [l/cap·yr]
FaecesGreywater***Total
Primary wastewater streams
* healthy people** can be as high as 50%, depending on washing and dish-washing powder used*** values representative for industrialized countries
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Additional inputs to the system
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Additional inputs to the system
OrganicsOrganicsbulky, carbonaceous material required for its chemical and structural properties in some technologies
FlushwaterFlushwaterthe water that is used to move excreta, urine or faeces and create a water-seal
Dry CleansingMaterial
Dry Cleansing Materialmaterial used to wipe oneself after urinating or defecating, e.g. paper, leaves, corncobs, rocks, etc.
Anal CleansingWater
Anal Cleansing Waterthe water used to wash oneself after urinating or defecating
ChemicalsChemicalscleaning detergents, pharmaceuticals
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What goes OUT of a sanitation system?
Faecal sludge
Compost/ Humus
BlackwaterBlackwater- mixture of urine, faeces, flushing water, anal cleansingwater, dry cleansing material
Faecal Sludge- undigested, or partially digested slurry or solid thatresults from the storage or treatment of blackwater or excreta
Compost/Humus is the earth-like, brown/black material that is theresult of decomposed organic matter
Usually only blackwater is considered in sanitation planning
Sanitation systems must be designed by keeping all inputs and products in mind
Faecal sludge is commonly ignored/forgotten
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Faecal Sludge- Nobody‘s friend
Thick and yellow- from unsewered family toilets emptiedevery few weeks: unstable sludge
Thin and black - sludge that is ‚‘septic‘ and is emptied afteryears of storage: partially stable
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What are the parts of a sanitation system?
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What are the parts of a sanitation system?
User Interface Collectionand Storage
Conveyance (Semi-) CentralisedTreatment
Reuse andDisposal
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Processes of sanitation systems
Collectionand Storage
eg. Septic Tank
User Interfaceeg. Flush-Toilet,
Pit LatrineConveyance
eg. SimplifiedSewer, Tank Lorries
CentralizedTreatment
eg. Anaerobic BaffledReactor, Waste
Stabilization Pond
Reuse and Disposaleg. Composting or Leach Field
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HCES: Iterative process of decision making
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Household-Centered Environmental Sanitation
• the household and the neighbourhood areat the core of the planning process
• solving problems within the ‘zone’ nearest to where the problems arise
• bottom-up and top-down approacheswithin an integrated framework
• circular model, emphasising resource conservation and reuse Settlement
Agriculture
Water bodies
SettlementSettlement
AgricultureAgriculture
Water bodiesWater bodies
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10-steps of HCES
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Current guidelines from Eawag / SandecHCES and the Compendium of Sanitation Systems and Technologies
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Technologies for the user-interface
-Bucket Latrine-Dry Toilet-Urine DivertingDry Toilet
-Urinal-Pour Flush Toilet-Flush Toilet
-Bucket Latrine-Single Pit-Single Pit VIP-Alternating Dry Double Pit
-Alternating Wet Double Pit
-Double Dehydr.Vaults
-Aquaprivy-Septic Tank-CompostingChamber
-Manual Emptying-Mechanical Emptying
-Simplified Sewers-Small-Bore Sewer-Conventional Gravity Sewer
-Jerry can/tank
-Imhoff Tank-Anaerobic Baffled Reactor
-Anaerobic Filter-Trickling Filter-Waste Stabilization Ponds
-Finishing Pond-Constructed Wetland
-Co-compostingetc.
-Application of Urine
-Application of Dehydr. Faeces
-Compost-Irrigation with Wastewater
-Aquaculture-Soak Pit-Leach Field-Incineration-Land application-Surface Disposal
Conveyance (Semi-) CentralisedTreatment
Reuse andDisposal
User Interface Collectionand Storage
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No flushingProducts fed
into theSanitation
System
User InterfacesInputs
UrineUrine
FaecesFaeces
Cleansing material/water
Cleansing material/water
ExcretaExcreta
Dry ToiletDry Toilet
(1) (2)
UrineUrine
FaecesFaeces
Urine Diverting Dry ToiletUrine Diverting Dry Toilet
UrineUrine
FaecesFaeces
(3)
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With flushingProducts fed
into theSanitation
System
User InterfacesProducts
Cleansing material/water
Cleansing material/water
Pour-Flush ToiletPour-Flush ToiletUrineUrine
FaecesFaecesBlackwaterBlackwater
FlushwaterFlushwater
Cistern-Flush ToiletCistern-Flush Toilet
Cleansing material/water
Cleansing material/water
UrineUrine
FaecesFaeces
FlushwaterFlushwaterBlackwaterBlackwater
(4) (3)
(2)(1)
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Technologies for the collection and storage
-Bucket Latrine-Dry Toilet-Urine DivertingDry Toilet
-Urinal-Pour Flush Toilet-Flush Toilet
-Bucket Latrine-Single Pit-Single Pit VIP-Alternating Dry Double Pit
-Alternating Wet Double Pit
-Double Dehydr.Vaults
-Aquaprivy-Septic Tank-CompostingChamber
-Manual Emptying-Mechanical Emptying
-Simplified Sewers-Small-Bore Sewer-Conventional Gravity Sewer
-Jerry can/tank
-Imhoff Tank-Anaerobic Baffled Reactor
-Anaerobic Filter-Trickling Filter-Waste Stabilization Ponds
-Finishing Pond-Constructed Wetland
-Co-compostingetc.
-Application of Urine
-Application of Dehydr. Faeces
-Compost-Irrigation with Wastewater
-Aquaculture-Soak Pit-Leach Field-Incineration-Land application-Surface Disposal
Conveyance (Semi-) CentralisedTreatment
Reuse andDisposal
User Interface Collectionand Storage
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Septic tank
most frequent onsite treatment unit worldwide
2 to 3 compartments
+ simple, little space required because of being underground+ low O&M costs
- little removal of dissolved and suspended matter (COD removal approx. 50%)
- high investment costs
sedimentation
partial stabilization by anaerobic digestion
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VIP latrine (ventilated improved pit latrine)
mesh traps flies (1.2-1.5 mm mesh) size
mesh traps flies (1.2-1.5 mm mesh) size
Should extent > 0.5 m above superstructure
Should extent > 0.5 m above superstructure
Naturally induced ventilation with screened ventilation pipe
removes odor and prevents escape of flies
+ odors and flies reduced
- difficult to construct properly
- more expensive than simple pit latrine
Flies are attracted by light from pipe
Flies are attracted by light from pipe
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Deyhdration vaults
+ no waste, but fertilizer+ simple to design + little flies or odours if used
correctly+ easy and safe handling of
dried materialUrine is collected as liquid fertilizerUrine is collected as liquid fertilizer 2 alternating
chambers2 alternating chambers
Add ash, sand or limeAdd ash, sand or limeEntry
door
Urine diversionpedestal
Urine outletpipe
Faeces
Ventilation and lightingRequirements- special squatting pan/seat- education and acceptance - constant source of ash,
sand etc.- a use or discharge point for
urine
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Conveyance technologies
-Dry Toilet-Urine DivertingDry Toilet
-Urinal-Pour Flush Toilet-Flush Toilet
-Single Pit-Single Pit VIP-Alternating Dry Double Pit
-Alternating Wet Double Pit
-Double Dehydr.Vaults
-Aquaprivy-Septic Tank-CompostingChamber
-Manual Emptying-Mechanical Emptying
-Simplified Sewers-Small-Bore Sewer-Conventional Gravity Sewer
-Jerry can/tank
-Imhoff Tank-Anaerobic Baffled Reactor
-Anaerobic Filter-Trickling Filter-Waste Stabilization Ponds
-Finishing Pond-Constructed Wetland
-Co-compostingetc.
-Application of Urine
-Application of Dehydr. Faeces
-Compost-Irrigation with Wastewater
-Aquaculture-Soak Pit-Leach Field-Incineration-Land application-Surface Disposal
User Interface Collectionand Storage
Conveyance (Semi-) CentralisedTreatment
Reuse andDisposal
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SewersS
ettle
d se
wer • especially adequate where
septic tanks already exist.• Less strict- negative gradients• relies on good solid removal in
septic or interceptor tanks
• Simplified eg. fewer manholes, smaller pipe diameters, flatter gradients, shallow etc.
• sewers laid inside housing blocks or under pavements.
• cheaper than common sewersSim
plifi
ed s
ewer
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Faecal sludge emptying and transportM
echa
nize
dM
anua
l
+ high efficiency
- High O&M and capital cost
- Spare parts often lacking
- Difficulty in manoeuvring (vehicle size, traffic congestion, infrastructure)
+ Low-cost operation and maintenance
+ Maintenance skills and spare parts available
- Limited efficiency
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Manual FS Emptying and Transport- GULPER
Photo: Steve Sugden
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Treatment technologies
-Dry Toilet-Urine DivertingDry Toilet
-Urinal-Pour Flush Toilet-Flush Toilet
-Single Pit-Single Pit VIP-Alternating Dry Double Pit
-Alternating Wet Double Pit
-Double Dehydr.Vaults
-Aquaprivy-Septic Tank-CompostingChamber
-Manual Emptying-Mechanical Emptying
-Simplified Sewers-Small-Bore Sewer-Conventional Gravity Sewer
-Jerry can/tank
-Imhoff Tank-Anaerobic Baffled Reactor
-Anaerobic Filter-Trickling Filter-Waste Stabilization Ponds
-Finishing Pond-Constructed Wetland
-Co-compostingetc.
-Application of Urine
-Application of Dehydr. Faeces
-Compost-Irrigation with Wastewater
-Aquaculture-Soak Pit-Leach Field-Incineration-Land application-Surface Disposal
Conveyance (Semi-)CentralisedTreatment
Reuse andDisposal
User Interface Collectionand Storage
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Waste stabilization pond
Anaerobic Pond Facultative PondAnaerobic Pond Maturation Ponds
Final sedimentation of suspended solids, bacteria mass and pathogens
hygienization
Aerobic degradation of suspended and dissolved matter (BOD reduction 50-70%)
degradation
Sedimentation and anaerobic stabilisation of sludge (BOD reduction 40-50%)
settling
+ Can treat high strength wastewater to high quality effluent+ Generally reliable and good functioning+ Very inexpensive compared to other centralized options
- Not always appropriate for colder climates- Potential for bad odours if poorly designed- Requires expert design and supervision - Requires a lot of space
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Constructed wetlands (here: horizontal sand filter)
+ high treatment efficiency for COD (up to 95% COD removal) but not for N or P+ no WW above ground, no nuisance of odour, high nutrient removal- high space requirement, costly (gravel), great care required during construction
For treatment of (pre-settled) domestic or industrial WW
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Anaerobic filterUsed for pre-settled domestic wastewater (e.g.greywater)Principle: close contact of wastewater with active bacterial mass on filter media
+ simple and durable if operated correctly+ high treatment efficiency (for COD but not N or P)+ little space requirements- high construction costs (filter media) - blockage of filter possible- maintenance costly and difficult
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Reuse and disposal technologies
-Dry Toilet-Urine DivertingDry Toilet
-Urinal-Pour Flush Toilet-Flush Toilet
-Single Pit-Single Pit VIP-Alternating Dry Double Pit
-Alternating Wet Double Pit
-Double Dehydr.Vaults
-Aquaprivy-Septic Tank-CompostingChamber
-Manual Emptying-Mechanical Emptying
-Simplified Sewers-Small-Bore Sewer-Conventional Gravity Sewer
-Jerry can/tank
-Imhoff Tank-Anaerobic Baffled Reactor
-Anaerobic Filter-Trickling Filter-Waste Stabilization Ponds
-Finishing Pond-Constructed Wetland
-Co-compostingetc.
-Application of Urine
-Application of Dehydr. Faeces
-Compost-Irrigation with Wastewater
-Aquaculture-Soak Pit-Leach Field-Incineration-Land application-Surface Disposal
User Interface Onsite Storageand Treatment
Conveyance Treatment Reuseand Disposal
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Leaching fields
clean rock
perforated distribution pipe
fabric, to prevent plugging of pipe
sand and/or topsoil
system of trenches that is used to dissipate the effluent from a septic tank
or discharge of non-solid septic tank effluent
+ little maintenance required - Space and skills required !
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Soak pitsCovered, porous-walled chamber that allows water to slowly soak into the ground.
for non-solid septic tank effluent (clogging!)
Between 1.5 and 4 m deep
+ simple and cheap+ little space required
- not adequate for shallow ground water table (>1.5 m)
- not adequate in clay or rocky soils
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Quality standards for reuse of waste products
≥6 month storage (20°C)Irrigation of all crops
Aquaculture
Agriculture (Soil conditioner)
Restricted irrigationUnrestricted irrigationLocalized irrigationRestricted irrigationUnrestricted irrigation
Irrigation of food and fodder crops to be processed, fodder crops unprocessed
Irrigation of food and fodder crops to be processed
Reuse Application
<1 Helm.eggs/l<104-103 EC/100ml<1 Helm.eggs/l<105-106 EC/100mlGreywater
≤1 Helm.eggs/l
<1 Helm.eggs/gtotal solids
≤1 Helm.eggs/l≤1 Helm.eggs/l≤1 Helm.eggs/l
or
No detectabletrematode
eggs
≥1 monthstorage(20°C)
WHO GuidelinesWaste product
≤10-100 EC/100mlTreated Wastewater ≤105-103 EC/100ml
≥1 month storage (4°C) Urine
≥6 month storage (4°C)
≤10-6 EC/100ml
<103 EC/g total solidsExcreta (untreated FS)
≤106-105 EC/100ml
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Example: Urine separation and application
Faec
es
Urine DivertingDry Toilet
&Urinal
Double DehydrationVaults
Human PoweredEmptyingand Transport
Applicationof Faeces
Applicationof Urine
StorageTank
Jerry can / Tank
Gre
ywat
er Greywater Treatment
Urin
e
(Semi-) CentralisedTreatment
User Interface
Collectionand Storage
Conveyance ResourceApplication& Disposal
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New approaches and new technologies
Photos: Bastian Etter
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Some major problems
Transport:
Treatment:
Organization:
• sewers are expensive• faecal sludge handling is tidious
• low performance for nutrient removal
• environmental pollution• little nutrient recovery
• institutional structure and political will is missing
• for private initiative, excreta need to have a value
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Possible solution
High efficient, industrially produced reactors
Decentralized treatment
Source-separation
Producing a fertilizer
Can we integrate urine treatment in a toilet?
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Nutrients from Human Metabolism
N P K S B Ca Mg Fe0
20
40
60
80
100P
erce
ntag
e [%
]
Urine Faeces
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Changes during urine storage
Urea gN m-3 7700 0
Ammonium gN m-3 500 8200
Phosphorus gP m-3 740 540
Bicarbonate gC m-3 0 2900
Magnesium g m-3 100 0
Calcium g m-3 190 0
pH 6.2 9.1
Fresh Stored
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What to do with phosphorus?
Struvite precipitation by magnesium addition:
Mg2+ + NH4+ + PO4
3- → MgNH4PO4·6H2O
fast reaction (<10 min)
efficient P removal: 99%
micropollutants are not incorporated in struvite fertilizer
Struvite (MgNH4PO4·6 H2O)
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STUN: Struvite Recovery from Urine in Nepal
Hypothesis– urine from UD toilets is not used optimally– transport and spreading limit usefulness– struvite could supplement chemical fertilizers
and reduce urine waste
Goal– develop an economically and environmentally
sustainable urine-derived fertilizer that can be produced at the community scale
MOVIE