fs containment - solidarités international · 2019-10-22 · typically, the pit is at least 3 m...
TRANSCRIPT
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IHE Delft Institute for Water Educationwww.un-ihe.org
Tineke Hooijmans
Shirish Singh
FS Containment
Containment
What is needed for containment?
• User interfase
• Collection and storage/treatment
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User interface
• Operates without flushwater;
• Excreta (both urine and faeces) fall through a drop hole;
• Toilet slab is placed over a pit;
• Hole can be closed with a lid;
Dry Toilet
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Dry Toilet
Pros
• Does not require a constant
source of water;
• Can be built and repaired with
locally available materials;
• Low CAPEX and OPEX;
• Suitable for all types of users
(sitters, squatters, washers,
wipers)
Cons
• Odours are normally
noticeable (even if the vault or
pit used to collect excreta is
equipped with a vent pipe)
• The excreta pile is visible,
except where a deep pit is
used
• Vectors such as flies are hard
to control unless fly traps and
appropriate covers are used
• Operates without water;
• Has a divider so that the user, with little effort, can divert the urine
away from the faeces;
• Urine and faeces are collected separately;
• Drying material (ash, earth) should be added into the faeces hole
after defecating;
Urine-Diverting Dry toilet (UDDT)
Source: UNHCR Emergency Sanitation Overview
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• Does not require a constant
source of water;
• No real problems with flies or
odours if used and maintained
correctly;
• Can be built and repaired with
locally available materials;
• Low CAPEX and OPEX
• Suitable for all types of users
(sitters, squatters, washers,
wipers)
Pros Cons
• Prefabricated models not
available everywhere;
• Requires training and
acceptance to be used
correctly;
• Is prone to misuse and
clogging with faeces;
• The excreta pile is visible;
• Men usually require a separate
Urinal for optimum collection of
urine
Urine-Diverting Dry toilet (UDDT)
• Only for collecting urine;
• Generally for men, although models for women have also been
developed;
• Most urinals use water for flushing, but waterless urinals are
becoming increasingly popular;
• About 2 litres water per flush in current design;
Urinal
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Pros
• Waterless urinals do not
require a constant source of
water
• Can be built and repaired with
locally available materials
• Low CAPEX and OPEX
Cons
• Problems with odours may
occur if not used and
maintained correctly
• Models for women are not
widely available
Urinal
• Water is poured into the bowl to flush after using
the toilet;
• Approx. 2-3 litres of water should be sufficient;
• Water seal prevent odour and flies coming back
from the pipe;
Pour Flush Toilet
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Pros
• The water seal effectively
prevents odours;
• The excreta of one user are
flushed away before the next
user arrives;
• Suitable for all types of users
(sitters, squatters, washers,
wipers);
• Low capital costs; operating
costs depend on the price of
water;
Cons
• Requires a constant source of
water (can be recycled water
and/or collected rainwater);
• Requires materials and skills
for production that are not
available everywhere;
• Coarse dry cleansing
materials may clog the water
seal;
Pour Flush Toilet
Controlled open defaecation
• May be considered in the acute response phase where random open
defecation is prevalent and no other sanitation in-frastructure has
been set up.
• It includes the provision of designated defecation sites and the
clearing of scattered faeces.
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Controlled open defecation
• Can be built and
repaired with locally
available materials;
• Low (but variable) capital
costs depending on land
availability;
• Rapid implementation;
• Minimises indiscriminate
open defecation
Pros Cons
• Big land area required and costs to
rehabilitate land may be significant;
• Lack of privacy;
• Difficult to manage
Shallow trench latrine
• Simple improvement on open defecation fields.
• Allows users to cover faeces and improves the overall hygiene
and convenience of an open defecation system.
• Trenches need only be 20-30cm wide and 15cm deep, and
shovels may be provided to allow each user to cover their
excreta with soil.
Source: UNHCR Emergency Sanitation Overview
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Shallow trench latrine
• Can be built and
repaired with locally
available materials;
• Low (but variable) capital
costs depending on land
availability;
• Rapid implementation;
Pros Cons
• Flies and odours are noticeable;
• Limited privacy;
• Short lifespan;
• Big land area required and costs to
rehabilitate the land may be
significant
Generally
Squatting & sitting designs
Urine diversion
Commonly used materials
Wood (in situ)
Plastic (pre-fabricated)
Concrete (pre-fabricated or in situ)
Design: Slab
Excreta Managament in Emergencies by Carmen Paradiso Organization LOGO
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Collection and storage/treatment
http://ecompendium.sswm.info
Deep trench latrine
Source: UNHCR Emergency Sanitation Overview
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Deep trench latrine
Pros
• Inexpensive and quick to
construct;
• No water needed for operation;
• Easily understood
Cons
• Unsuitable for areas with high
water-table, unstable soil, rocky
ground or prone to flooding;
• Often odour and fly problems
and issues with other vectors;
• Needs appropriate faecal
sludge management concept;
• Groundwater contamination
might be an issue
Borehole latrine
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Borehole latrine
Pros
• Inexpensive;
• Quick to construct;
• No water needed for operation;
• Little space required
Cons
• Unsuitable for areas with high
water-table, unstable soil and
rocky ground;
• Often odour and fly problems;
• Groundwater contamination
might be an issue;
• Drilling machine is needed;
• Relatively short lifetime
• Excreta, along with anal cleansing materials
(water or solids) are deposited into a pit;
• Lining the pit prevents it from collapsing and
provides support to the superstructure.
• Average, solids accumulate at a rate of 40 to
60 L per person/year and up to 90 L per
person/year if dry cleansing materials are
used.
• Minimum volume of the pit should be 1,000 L.
Typically, the pit is at least 3 m deep and 1 m
in diameter.
• To prevent groundwater contamination, the
bottom of the pit should be at least 2 m above
groundwater level (rule of thumb).
• A minimum horizontal distance of 30 m
between a pit and a water source is normally
recommended to limit exposure to microbial
contamination.
Single Pit latrine
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Pros
• Can be built and repaired with
locally available materials;
• Low (but variable) capital
costs depending on materials
and pit depth;
• Small land area required;
Cons
• Flies and odours are normally
noticeable;
• Low reduction in BOD and
pathogens with possible
contamination of
groundwater;
• Costs to empty may be
significant compared to
capital costs;
• Sludge requires secondary
treatment and/or appropriate
discharge;
Single Pit
• The urine storage tank should be appropriately sized to accommodate
the number of users and the time required to sanitize the urine;
• On average, a person generates about 1.2 litre urine;
• Urine should be stored at least 1 month before use;
• Containers should be made of plastic or fibre glass (mobile storage);
Urine Storage Tank/Container
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• Simple and robust technology;
• Can be built and repaired with
locally available materials;
• Low risk of pathogen
transmission;
• Stored urine can be used as a
fertilizer;
• Small land area required;
• No or low operating costs if
self-emptied;
Pros Cons
• Mild to strong odour when
opening and emptying tank;
• Capital costs can be high
(depending on the size and
material of the tank);
• May require frequent
emptying (depending on tank
size);
Urine Storage Tank/Container
Single Ventilated Improved Pit (VIP)
Source: C Furlong
• It is an improvement over the Single Pit because continuous airflow
through the ventilation pipe vents odours and acts as a trap for flies
as they escape towards the light.
• The vent pipe should have an internal diameter of at least 110 mm
and reach more than 300 mm above the highest point of the toilet
superstructure.
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• Flies and odours are
significantly reduced
(compared to non-ventilated
pits);
• Can be built and repaired with
locally available materials;
• Low (but variable) capital
costs depending on materials
and pit depth;
• Small land area required;
Pros Cons
• Low reduction in BOD and
pathogens with possible
contamination of
groundwater;
• Costs to empty may be
significant compared to
capital costs;
• Sludge requires secondary
treatment and/or appropriate
discharge;
Single Ventilated Improved Pit (VIP)
• The double VIP has almost the same design as the Single VIP with
the added advantage of a second pit that allows it to be used
continuously and permits safer and easier emptying;
• When the second pit is almost full (the excreta is 50 cm from the top
of the pit), it is covered, and the content of the first pit is removed.
Double Ventilated Improved Pit (VIP)
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• Longer life than Single VIP
(indefinite if maintained properly);
• Excavation of humus is easier
than faecal sludge;
• Significant reduction in
pathogens;
• Potential for use of stored faecal
material as soil conditioner;
• Flies and odours are significantly
reduced (compared to non-
ventilated pits);
• Can be built and repaired with
locally available materials;
Pros Cons
• Manual removal of humus is
required;
• Possible contamination of
groundwater;
• Higher capital costs than
Single VIP; but reduced
operating costs if self-
emptied;
Double Ventilated Improved Pit (VIP)
• Compared to the Double VIP, which is just designed to collect, store
and partially treat excreta, the Fossa Alterna is designed to make an
earth-like product that can be used as a nutrient-rich soil conditioner;
• Cover material (soil, ash, and/or leaves) should be added to the pit
after defecation (not urination);
• The full pit degrades while the second pit is filling (ideally, one year);
Fossa Alterna
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Pros
• Because double pits are used alternately, their life is virtually unlimited;
• Excavation of humus is easier than faecal sludge;
• Significant reduction in pathogens;
• Generates nutrient-rich humus with good potential for use as soil
conditioner;
• Flies and odours are significantly reduced (compared to non-ventilated
pits);
• Can be built and repaired with locally available materials;
• Low (but variable) capital costs depending on materials; no or low
operating costs if self-emptied;
Cons
• Requires constant source of cover material;
• Manual removal of humus is required;
• Garbage may ruin end-use opportunities of the product;
Fossa Alterna
• This technology consists of two alternating pits connected to a Pour
Flush Toilet;
• As this is a water-based (wet) technology, the full pits require a
longer retention time (two years is recommended) to degrade the
material before it can be excavated safely)
Twin Pits for Pour Flush
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Pros
• Because double pits are used alternately,
their life is virtually unlimited;
• Excavation of humus is easier than FS;
• Significant reduction in pathogens;
• Potential for use of stored faecal material as
soil conditioner;
• Flies and odours are significantly reduced
(compared to pits without a water seal);
• Can be built and repaired with locally
available materials;
• Low (but variable) capital costs depending on
materials; no or low operating costs if self-
emptied;
• Small land area required;
Cons
• Manual removal of
humus is required;
• Clogging is frequent
when bulky cleansing
materials are used;
• Higher risk of
groundwater
contamination due to
more leachate than with
waterless systems;
Twin Pits for Pour Flush
• Alternative to pit-based latrines in areas with rocky ground, high
water tables or flood affected areas.
• Depending on site conditions they can either be built as
autonomous facilities entirely above ground with a holding tank
below the user interface or by raised partially above ground,
reducing the risk of groundwater contamination.
Raised Latrine
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Pros
• Applicable in areas with
challenging ground
conditions and frequent
flooding
• Low (but variable) capital
costs Small land area
required
Cons
• Inclusive design is more
difficult than for technologies
that are not raised
• Emptying costs may be
significant compared to capital
costs
• Collected sludge requires
further treatment
• For above ground facilities
emptying service needs to be
in place from the design stage
Raised Latrine
• Dehydration vaults are used to collect, store and dry (dehydrate) faeces;
• Small amount of ash, lime, dry soil or dust is added to cover faeces after
every use to encourage drying, prevent flies and minimize odours;
• WHO recommends a minimum storage of 6 months if ash/lime are used
as cover material (alkaline treatment) otherwise at least 1 year for warm
climates (>20 °C average) and for 1.5 to 2 years for colder climates;
Dehydration Vaults
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Pros
• Because double vaults are used alternately, their life is virtually
unlimited;
• Significant reduction in pathogens;
• Potential for use of dried faeces as soil conditioner;
• No real problems with flies or odours if used and maintained correctly;
• Can be built and repaired with locally available materials;
• Suitable for rocky and/or flood prone areas or where the groundwater
table is high;
• Low (but variable) capital costs depending on materials; no or low
operating costs if self-emptied;
Cons
• Requires training and acceptance to be used correctly;
• Requires constant source of cover material;
• Manual removal of dried faeces is required;
Dehydration Vaults
Container-Based Toilet
• Faeces and urine are collected in sealable, removable containers
(also sometimes called cartridges), where they are sealed and stored
until they are transported to a Transfer Station or treatment facility.
• The portable Container-Based Toilet allows for private in-home use
and easy and convenient collection and transport.
• Very large containers also can be in-stalled below multiple latrines to
simplify emptying
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Container-Based Toilet
Pros
• No need for permanent structures, thereby accommodating the
needs of mobile, or transient residents
• Reduces risk of gender-based violence
• Can be used within the household, thereby ensuring easy access
both day and night and can also improve management of children’s
faeces
• Suitable where constraints such as risk of flooding, high water table,
rocky ground or collapsing soil exist
Cons
• Medium to high initial cost
• Depends on the quality of a regular collection service
• Need for secure disposal or treatment site
• Requires well-trained user and service personnel for use,
maintenance, servicing and monitoring
Chemical Toilet
• The Chemical Toilet, commonly referred to as a ‘porta-loo’, can be
used as an immediate solution in the acute response phase of an
emergency.
• Chemical toilets are generally contained in a single prefabricated
plastic portable unit, or cubicle, that collects human excreta in a
sealed holding tank which contains chemicals that disin-fects excreta
and/or decreases odours.
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Chemical Toilet
Pros
• Can be mobilised rapidly
• Good in terms of acceptance, dignity and containment of excreta
• Can be moved easily if needed
• Can be used in areas where digging is impossible, or in urban areas
Cons
• Expensive (particularly O & M)
• Requires daily servicing
• Impossible if there is no secured place to dump the sludge nearby
• Relatively uncommon outside Europe, North America and some parts
of Latin America
• The Worm-Based Toilet is an emerging technology that has been used
successfully in rural, peri-urban and camp settings. It consists of a pour
flush pan connected to a vermifilter (filter containing worms).
• The effluent infiltrates into the soil and the vermicompost (worm waste) is
emptied approximately every 5 years. ;
Worm-based toilet
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Pros
• No odour
• Design is adaptable to
locally available
materials
• Low emptying
frequency (> 5 years
of use)
• Easier and more
pleasant to empty
Cons
• Requires water for flushing (min 200
ml) and composting worms (100 g
per person)
• Unclear if menstrual hygiene
products can be digested by the
worms
• Bleach or other chemicals cannot be
used to clean the toilet
• Lack of evidence on O & M
Worm-based toilet
• Settling and anaerobic processes reduce solids and organics, but the
treatment is only moderate (50% of solids, 30 to 40% of BOD and a
1-log removal of E. coli);
Septic Tank
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Pros
• Simple and robust technology;
• No electrical energy is
required;
• Low operating costs;
• Long service life;
• Small land area required (can
be built underground);
Cons
• Low reduction in pathogens,
solids and organics;
• Regular desludging must be
ensured;
• Effluent and sludge require
further treatment and/or
appropriate discharge;
Septic Tank
Key considerations:
Space availability – required size
Soil conditions (including when wet)
Pit shape
Distance to water table (including during rainy season)
Available materials
Design: Pit Liners
Excreta Management in Emergencies by Carmen Paradiso Organization LOGO
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Key considerations:
• Safe (protect from the elements)
• Private (provide dignity)
• Secure (protect from harm)
• Acceptable to all users
Design: Superstructure
Excreta Management in Emergencies by Carmen Paradiso Organization LOGO
The design should consider their users, including:
• Children• Women• Elderly• Less mobile• Wheelchair users• Visually impaired
Consider providing individual facilities to people with special needs.
Design: Accessible Structures
Excreta Management in Emergencies by Carmen Paradiso Organization LOGO
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• Anal cleansing practices
• Beliefs, preferences and taboos
• Number of facilities needed
• Siting of latrines
• Availability and competency of labour
• Availability of construction materials
Key Considerations – Cultural and Technical Aspects
Excreta Management in Emergencies by Carmen Paradiso
• Menstrual hygiene management
• Hand-washing stations
• Lighting
• People with special needs
Additional Considerations
Organization LOGOExcreta Management in Emergencies by Carmen Paradiso
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IHE Delft Institute for Water Educationwww.un-ihe.org
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