DRY TOILETS FOR SUSTAINABLE SANITATION
IN RURAL AREAS OF
R.
EMMERICH AND S. GROTHE
Abstract: To provide the rural population with clean water and
hygienic sanitation are central development goals of the Vietnamese government.
This article presents outcomes from a household survey conducted in a typical
craft village located in the Nhue-Day river basin. The focus of the presented
study is put on toilet systems and their impact on the sanitary situation. Dry
latrines and flushing toilets are subject to a profound comparison which is
based on principles of sustainable water management and ecological sanitation.
I. INTRODUCTION
Large investments are necessary to
achieve the aims of the Millenium Development Goals. Main targets in the water
supply and sanitation sector of
1. Sustainability
The term
“sustainability” is subject to manifold and controversial discussions among
scientists as well as politicians. According to the fundamental understanding
of WCED [15] sustainability or sustainable development “implies meeting the needs of the present without compromising the
ability of future generations to meet their own needs”. Sustainability can
be described by criteria and indicators. Their application is of critical
importance for the evaluation of existing water supply and sanitation systems.
A sustainability evaluation of planned water management projects by such
parameters should provide one basis for their subsequent realisation. Therefore
criteria of sustainability have to recognise the interrelationship between
ecological, economical, and social dimensions. Sustainability criteria which
were developed for the macro-scale (see [1]) meet certain difficulties when
they are applied to water supply and sanitation projects at local level. Thus,
the presented study of domestic sanitary facilities is based on a set of
principles developed by Kahlenborn and Kraemer [9] for the water management sector.
2. EcoSan
EcoSan (Ecological Sanitation) is a concept which aims for a sustainable development of domestic and municipal water supply and sanitation. The term ‘sanitation’ in this context means the hygienic disposal and recycling of (biogenic) waste and wastewater, and in a wider understanding hygienic health protection measures (see [18]). The prefix “ecological” stresses sanitation and wastewater management which is based on recycling systems. For Werner et al. [16] EcoSan is a practical approach to establish inter-sectoral resources management in the realisation of infrastructural tasks. The concept tends to close the loop of material flows following a holistic ecosystem approach. Connected with EcoSan thus is a paradigm shift in the waste and wastewater management from linear material flows (“end of pipe”) to material flow based recycling (“close the loop”). A central part of this consideration is the characterization of water, wastewater, and solid waste as nutrients, water, and energy. EcoSan is seen as an essential component of integrated water resource management (IWRM) [16]. The comparative evaluation of dry toilets and flushing toilets presented in this article therefore is based also on EcoSan principles as summarised by Winblad et al. [18].
3. Dry toilets
Dry toilets are
waterless operated toilets with which excreta (faeces, urine) are collected.
The national hygiene standard established by the Ministry of Health [10]
distinguishes between double vault composting latrines and pit latrines with
vent pipe. An additional type, which is not mentioned in this standard, is the
ordinary pit latrine. From the process based point of view dry toilets can also
be understood as composting toilets. However, the term ‘composting toilet’
means an aerobic collection and treatment system (see: [14]). Dry toilets are
distinguished between excreta (faeces and urine) collecting systems and
separation dry toilets which allow a detached treatment and re-use of faeces
and urine [3].
4.
Toilets designed for
water-borne disposal and transport of human excreta are so-called pour flush or
flushing toilets. The Vietnamese hygiene standard [10] distinguishes between
pour flush latrines with compartment for excreta collection and septic tank
latrines. Not mentioned in this standard are water flush toilets without
compartment or septic tank, discharging human excreta directly into the
environment. Generally, flushing toilets require a piped water supply to the
flushing tank and produce wastewater (black water: mixture of excreta and
toilet water) which requires sewer and treatment systems. From the material
flow based point of view flushing toilets which dispose black water, and
separating systems which dispose brown water (faeces and flushing water) and
yellow water (urine and flushing water) can be distinguished [3]. Further versions
are water saving toilets with decreased amounts of flushing water and vacuum
toilets from which wastewater is transported in low-pressure pipes. The squat
toilet is a widespread regional flushing toilet design in
II. METHODS AND
MATERIALS
1. Household survey
In a typical craft
village 320 households were interviewed during April and May 2007. The survey
aimed to describe the socioeconomic situation and specify the state of domestic
water supply and sanitation. The interviews put particular emphasis on
information about the equipment of water supply infrastructure and sanitary
facilities. The interview data was processed with SPSS statistical software.
The investigation was carried out in Tống Xá village which is part of Yen
Xa commune and located in Nam Dinh province. In 2006 Tống Xá had about
2,400 residents living in 550 households [12]. The main income source is
agriculture (rice, peanuts, pig breeding etc.) as well as small and
medium-sized casting production. In a close-by industrial zone about 50
companies are located. They engage approximately 500 people [12]. Further
information was gained from the water supply company located in Lam town, which
is the administrative centre of Y Yen district. For a detailed review of the
socioeconomic conditions of Yen Xa commune and Tống Xá village in
particular see Nguyen Thanh Lan et al.
[12].
III. Results and Discussion
1. Domestic water
supply and sanitation in Tống Xá vilage
In Tống Xá 62.2%
of households (n = 320)1 have a municipal tap water connection
available. Other utilised water sources are near-surface groundwater (3-7 m
below ground surface) and deep groundwater which is extracted from an aquifer
at 40-60 m below ground surface. Another water source is rainwater which is
collected and stored in cisterns. According to World Bank [19] municipal tap
water, drilled well water, and rainwater can be considered as clean water
sources in the Nhue-Day river basin.
¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯
1 Number of cases alternates as not all parameter could
be obtained from each household.
2 Pearson χ²:
43.380, Phi: 0.369, n=318
3
Outlier adjusted
4 F: 8.276, t:
4.525
5 Pearson
χ²: 16.400, Phi: -0.247, n=268
6 Poverty line for rural areas is 200,000
VND/capita/day according to Decision 170/2005/QD-TTg, General Statistics Office
55.7% of households
are equipped with a flushing toilet, 43.4% use a dry toilet, and 2.5% of
households have no own toilet available (n = 318). It was figured out a
significant dependence between the availability of a municipal tap water connection
and the use of flushing toilets.2 Among households which use a pour
flush toilet, 78.5% have a municipal tap water connection available (n = 177).
The mean tap water consumption3 of households which are equipped
with a flushing toilet is 70.1 litres/person/day (n = 114). It is significantly
lower for households which are equipped with a dry toilet or have no toilet
available (39.8 litres/person/day) (n = 46).4
In households which use a flushing
toilet, 73.6% of latrines are connected to a septic tank (n = 87) and 13% to a
biogas digester (n = 177). Households which run a biogas digester in all cases
use a flushing toilet which is connected to the digester (n = 23). A
significant relation was revealed between household income and sanitary
facilities.5 Among non-poor households 65% are equipped with a
flushing toilet, whereas only 40% of poor households6 have such a
toilet available.
|
|
|
Figure
1. Dry toilets in Tống Xá: Simple
pit latrine (left), double vault composting latrine (middle), opening for removal
of latrine waste and urine separation (right). |
2. Dry toilets and
sanitation
Among interviewed households (n =
318) 43.4 % were equipped with a dry toilet. Only a few latrines met the
national hygiene standard for sanitation [10]. Faecal compartments are not
sealed, ventilation pipes are not installed. Nevertheless, most of dry toilets
were completely enclosed and protected against storm water. Therefore
water-borne emissions are considered irrelevant. Occasionally, double vault
latrines were observed, sometimes equipped with sealing plugs. Typical dry
toilets in Tống Xá have lateral openings for the removal of latrine waste
(see Fig. 1). Sanitised faecal material is removed after a mean retention time
of 2.7 months (n = 92) and used as fertiliser in agriculture. Also the recommended
retention time is 6 months [17], Jensen et al. [8] notice that the addition of
aggregates reduces the composting time. In Tống Xá ash, rice husks and
straw are used as aggregates to enhance the composting process in dry toilets.
Urine separation is practised also, it is used as fertiliser in the garden or
on the field. Traditional, unsealed pit latrines are characterised by a low
hygienic standard, faeces are exposed to insects and animals. Hand washing is
not possible near the toilet.
Hygienic shortcomings
of observed dry toilets can be corrected by technical upgrades pursuant to the
national hygiene standard for toilets [10], improved handling of human excreta,
and correct hand washing.
The installation,
operation, and maintenance of waterless toilet systems are more cost effective
than for flushing toilets. Both, piped water supply and pre-treatment system
for black water are not required for the operation of dry latrines. Also water
costs are lower for households which use municipal tap water.
Nevertheless, also
wastewater without excreta (grey water) requires collection, controlled
discharge, and treatment. But without black water production the municipal
sewer and treatment systems can be designed much smaller and more cost
effective (see [6]). Thus, costs for water management paid by the community
decrease with an increasing number of households using waterless sanitary
facilities. Though the operation and maintenance of dry toilets is based on
expenditures and self-management of the individual user, the substitution of
mineral and synthetic fertiliser by compost is highly beneficial especially for
farmers.
3.
Taking into account that dry toilets
traditionally are widespread in
One technical
precondition for the operation of flushing systems is the piped supply of
water. For most of cases (78.5%) municipal tap water is used for this purpose.
Other households use groundwater. For this purpose it is pumped into a storage
tank which is installed on the roof. From this cistern water is piped to the
flushing tank. The use of flushing systems therefore is linked to the
utilisation of piped water supply. It is one goal of the NTP II to supply 85%
of rural population with clean water until 2010 [4, 5]. However, deep
groundwater exploitation is connected with high investment costs for
households. A sustainable utilisation of this resource, with other words, an
extraction which does not exceed the groundwater recharge is not guaranteed
[2]. Rainwater is not available all during the year and subject to industrial
immissions [6]. About two third of households in Tống Xá were provided
with municipal tap water in spring 2007. This water is extracted from the Day
river and treated in a water work in Lam town. It is the most important clean
water source for Tống Xá, but the capacity of the water work (2,000 m³/d)
is limited.
The enhancement of the
domestic sanitary situation in Tống Xá until recently has been driven
mainly by a shift towards flushing toilets. Thus, the achievement of the NTP II
goal for hygienic sanitation in Tống Xá is linked to increased tap water
consumption. But, because clean water is a scarce resource in Tống Xá, it
seems not reasonable that households use about 30-50% of supplied municipal tap
water for toilet flushing while not all residents have this resource available.
Figure 2.
Worth discussing is also the characterisation
of pour flush toilets as ‘hygienic latrines’. It is not denied that flushing
toilets improve the hygienic situation for the individual user. All the more if
the piped water supply allows also hand washing immediately after using the
toilet. However, the use of flushing toilets produces wastewater which is
contaminated with human excreta. Whereas traditional dry toilets generate
latrine waste which can be used for agriculture, the water-borne transport of
human excreta creates a new material flow. The resulting black water contains a
hygienic risk and may contaminate receiving water bodies. Therefore it requires
a treatment in order to reduce human pathogenic faecal germs, oxygen reducing
organics, and nutrient pollution. Generally such wastewater has to be
transported out of the residential area and thus requires a sewer system. The
sludge removal from septic tanks and biogas digesters is completely
unregulated. Examined septic tanks did not have available an opening for sludge
clearance. According to information from interviewed householders, they have to
break the tiled ground of the bathroom to get access to the septic tank.
Untreated black water is discharged from 13.4%
of flushing toilets in Tống Xá. The treatment effect of septic tanks is
constituted mainly by the retention of solids for a couple of days, whereas
biogas reactors provide a limited biological treatment. The effluents from
septic tanks, biogas digesters, and black water discharged directly from
flushing toilets are disposed uncontrolled. The toilet wastewater which is
contaminated with human pathogenes runs off by a storm water drainage system
flowing into the agricultural irrigation system. Proved faecal contamination in
near-surface groundwater (E. coli exceeds limitation7 in 4 of 6
samples) and channel water (NH4 + exceeds limitation8 in
11 of 13 samples) account for water-borne emissions of faecal material from
flushing toilets in Tống Xá [13].
¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯
7 Clean water standard (MoH, 2005b)
8Surface water standard TCVN 5942:1995, level B
Near-surface groundwater, which is subject to
faecal contamination by wastewater infiltration, is used by 54.1% of households
(n = 290). Both, the exposure of black water in channels which run parallel to
ways and streets, and the use of untreated wastewater for irrigation carry a
certain risk.
4. Comparison of
dry latrines and flushing toilets regarding their sustainability
In order to consider the requirements of a
sustainable improvement of the sanitary situation, suitable technologies and
management concepts have to be identified. Therefore dry latrines are
contrasted with pour flush toilets in a profound comparison (see Tables 1 and
2).
For the purpose of comparison dry toilets are
understood as waterless latrines pursuant to the national hygiene standard for
sanitation [10]. Included are also waterless operated urine-separation toilets.
Pour flush toilets and septic tank latrines according to the hygiene standard
[10] are taken as the basis for the examination of flushing systems.
In the result dry toilets are the preferred
sanitary system taking into account criterias of sustainable water management
(see Table 1) and EcoSan principles (see Table 2). The advantage of dry toilets
is the waterless operation, and the avoidance of complex technical solutions
for water supply, black water discharge and treatment. Nutrients are recycled
and do not get lost. The use of scarce clean water for the transport of human
excreta is excluded. Nevertheless, in terms of acceptance flushing toilets have
an advantage over waterless sanitary systems.
Table
1. Comparison of dry and flushing toilet
systems according to principles of
sustainable water management (see [9])
Principles
of sustainable water management |
Dry toilet |
Evaluation |
Evaluation |
1)without sewer and
treatment system 2)with sewer and
treatment system |
Regionality
principle Water is a regional resource Avoidance of regional externalities Catchment area a reference frame for water management |
- no water use - avoidance of water pollution |
++ |
− − − |
-
water use and wastewater disposal - contamination of environment 1) - wastewater contamination affects receiving
water bodies and riparians1), 2) |
Polluter-pays
principle Allocation of costs for water use and pollution to the polluter |
- no water use (costs for toilet maintenance
are allocated to the user) |
+ |
+ − |
- municipal tap water is charged with environmental
fee - return of fee does not cover investment
costs for sewer and treatment system |
Avoidance of temporal and regional externalities |
- no water use (water bodies are not
utilised) - substitution of mineral/synthetic
fertiliser |
++ |
− − |
- contamination of environment1) - wastewater contamination affects receiving
water bodies and riparians1, 2) |
Integration
principle Holistic consideration of water cycle, interaction ecological and
socioeconomic demands |
- no water use - nutrient recycling, closed loop, substitution
of mineral/synthetic fertiliser, improvement of agriculture soils |
++ |
− − |
- water use (clean water, wastewater) - trade-off: ‚clean water supply goal’ – ‚hygienic
sanitation goal’ |
Overcoming the fragmentation of interests and accountability of users,
service provider and administration |
-
management and maintenance is based on personal responsibility |
+ |
− |
- contradicting interests of users, service
providers and administration |
Cooperation and
participation principle Consideration of all interests and public participation in water
management decision-making |
- decisions made on users own responsibility |
+ |
− |
- user dependence to water supplier (municipal
tap water connection / supply) and administration (wastwater sewage and
treatment) |
Participation of user groups in water management activities |
- participation of user groups (households)
by own responsibilities in water management activities |
+ |
− |
- central water supply and disposal: detachment
of user (household) from water supply and treatment and wastewater treatment |
Cooperation and
participation principle Consideration of all interests and public participation in water
management decision-making |
- decisions made on users own
responsibility |
+ |
− |
- user dependence to water supplier (municipal tap water connection /
supply) and administration (wastwater sewage and treatment) |
Participation of user groups in water management activities |
- participation of user groups (households)
by own responsibilities in water management activities |
+ |
− |
- central water supply
and disposal: division of user (household) from water supply and treatment
and wastewater treatment |
Minimisation of
resource use principle Reduction of resource use and increased use of regenerative resources |
- no water use - no energy consumption for operation and maintenance - nutrient recycling,
substitution of mineral fertiliser (e.g. phosphorous) |
+ |
− (−) |
- water use (increased consumption of scarce
clean water) - energy consumption for flush water supply
(water transport) and for operation and maintenance of water treatment and
pipe systems - energy consumption for wastewater disposal
and treatment, and for operation and maintenance of sewer and wastewater
treatment system |
Precautionary
principle Avoidance of measures with high potential of damage or risk |
- contamination of agriculture soil and farming products, and water
bodies with drug residuals - photolytic dissolution when compost is applied on top surface |
(−) |
− |
- contamination of water bodies with drug residuals |
Point of
pollution principle Prevention of immissions at the place they emerge |
- no wastewater generation |
+ |
− |
- generation of wastewater (blackwater) |
Reversibility
principle Consequences of measures in water management should be reversable as
far as possible |
- short to medium term achievement |
+ |
− − |
- after investment in tap water supply (water
work, pipe system) and wastewater treatment (sewer network, treatment plant)
medium to long-term system linkage - traditional habits and knowledge concerning
the handling of human excreta and dry composting toilets get lost |
Intergenerational
principle Decision-making has to consider interests of future generations |
- achieved |
+ |
− |
- present day decisions and investments for
flushing / water-borne sewage systems affects future generation (approx.
25-50 years) |
Table
2. Comparison of dry and flushing toilet
systems according to principles
of ecological sanitary systems (see [18])
EcoSan principles |
Dry toilet |
Evaluation |
Evaluation |
1)without sewer and
treatment system 2)with sewer and treatment
system |
Health protection |
- sealed toilets do not allow contact between human excreta and
insects, animals, storm water - minimum retention time for composting - no use of compost on vegetables and fruits for raw consumption |
+ + |
+ (+) − − − − |
- no contact between human excreta and insects, animals, storm water - Limited sanitation by pre-treatment/digestion in septic tank or
biogas reactor2) - discharge of untreated or insufficiently treated wastewater (black
water) to the environment and into water bodies - faecal contamination of water resources (near-surface groundwater,
channel water, etc.) - possible contact to insects, animals, and humans - clean tap water used to transport and dilute human excreta;
intensification of clean water scarcity |
Environmental protection |
- substitution of mineral/synthetic fertiliser, improvement of agriculture
soils |
+ |
− − − |
- eutrophization of water bodies - energy consumption for flush water supply (water transport) and for
operation and maintenance of water treatment and pipe systems - energy consumption for wastewater disposal and treatment, and for
operation and maintenance of sewer and wastewater treatment system |
Nutrient recycling |
- nutrient recycling in closed loops |
+ |
− |
- nutrient loss due to linear material flows (nutrient discharge
across catchment border) |
Affordability |
- low investment costs (no treatment system) - low operation and maintenance costs (no tap water demand, no
treatment system operation) - self-management required/possible |
+ + |
− − |
- costs for flush water supply (tap water connection, pipe system, tap
water consumption, pumping) - costs for wastewater discharge and treatment (construction and
O&M of sewer system and treatment facility) |
Acceptance |
- traditional toilet - simple pit latrines which do not meet hygiene standard (MoH 2005a)
are widespread - modern dry toilets, which meet the hygiene standard (MoH 2005a) are
rarely used |
(+) (−) |
+ (+) |
- flushing toilets are preferred and mostly comply with hygiene
standard [10] - flushing toilets have high popularity (clean, hygienic, modern, western
life-style) |
Convenience |
- self-construction and installation possible - no blackwater discharge - piped water and connection to municipal sewage and treatment system
are not required |
+ |
− |
- tap water connection or other piped water supply to flushing tank
required - septic tank required - sewer required (household based and public) - wastewater treatment required (wastewater treatment facility, construction
and O&M costs) |
IV.
Conclusions
The sanitary situation
in Tống Xá has been subject to changes. Traditional dry toilets which do not
meet the national hygiene standard have been substituted by flushing toilets.
Due to the linkage between household income and flushing toilet use the
regional economic growth is expected to cause increased use of such systems in
future.
According to the
comparison with dry toilets, flushing systems are figured out less or not
sustainable, especially due to the required complex water supply, black water
disposal and treatment. Nevertheless, flushing toilets are popular among residents,
especially for households which have a higher income. At the first glance the
use of pour flush toilets furthers the achievement of the national hygienic
sanitation goal. However, it mainly improves the hygienic situation of the user
whereas it compromises the hygienic situation of the community. The use of pour
flush toilets is significantly linked with the supply of tap water which is
required for flushing. Due to limited capacities of public water supply, an
increased number of flushing toilets would limit the availability of clean tap
water for all residents. Consequently, the achievement of the sanitary goal
contradicts the clean water supply goal of NTP II.
Traditional simple dry
pit latrines are no hygienic sanitary facilities. Nevertheless, dry toilets
which meet the national hygiene standards may advance the achievement of NTP II
hygienic sanitation goal. There is no trade-off between the national clean
water supply and hygienic sanitation development goals.
Compared to flushing
toilets waterless sanitary systems offer sustainable household sanitation.
However, such toilets are not popular among residents. There are 2 options to
resolve the contradiction between obvious advantages and the disaffection with
dry toilets.
First of all the
acceptance of dry toilets has to be increased by awareness rising, product
marketing, and the provision of modern, western style desgins of waterless
toilets.
Furthermore, the
external effects of flushing systems have to be internalised based on the
polluter-pays principle. Consequently, users of flushing toilets should be
charged for the operation of such systems. Under the assumption of equal
benefits in terms of the personal hygienic situation the advantages of dry
toilets would prevail after allocating environmental costs. Such incentive is
expected to increase the number of residents which choose a sustainable
sanitary system.
Acknowledgement:
The study was
conducted in the frame of an IWRM project in
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