SUSTAINABLE MUNICIPAL WASTEWATER MANAGEMENT FOR A
S.
GROTHE, R. EMMERICH AND J. KASBOHM
Institute of Geography and Geology,
Makarenkostr. 22, 17487
Abstract: Clean water supply and hygienic
sanitation in rural areas are central development goals in Việt
I. INTRODUCTION
The strength of the current economic development is
one of the greatest pressures on water resources and the water sector in Việt
To meet the Millennium Development Goals in Việt
Nam the improvement of clean water supply and hygienic sanitation in rural
areas, especially of poor households is essential [17]. In Việt
In this study key issues of household water supply
and sanitation in a typical craft village were recorded and evaluated to derive
sanitation options. Therefore end-of-pipe technology with sewer system and
central wastewater treatment was compared with innovative decentralised concepts
following the ecological sanitation approach [14]. Here source separating
systems and cost-effective on-site cluster solutions were reviewed. All options
were examined regarding the given legal basis of the national water sector and
the socio-economic situation of households in the craft village with special
consideration of the poor.
II. METHODS
To record socio-economic
and water related data individual interviews were carried out during spring
2007 with representatives from 320 households in the residential area of Tòng
Xá. The data was processed and analysed using SPSS statistical software. To
understand the communal planning deputies of the local authority were
interviewed and communal development plans were reviewed. An expert interview
was also conducted at the local waterworks. Additional tap water consumption
data was delivered by Ý Yên Water Supply Company located in Lâm town.
III. RESULTS AND
DISCUSSION
1. Local geography
Tòng Xá is located about 80 km southeast of Hà Nội
in the province
Because wet rice cultivation is the dominating land
use (62% in 2005), land resource is scarce for other purposes. Recently land
for agriculture is being converted into land for industrial use. Since 2001
about 30 companies and enterprises are centralised to an industrial zone with
an area of 6 ha in the immediate vicinity of the residential area. Further
casting production sites are distributed all over the residential area as
individual household business [15].
2. Income sources
and poverty
In Tòng Xá the determined mean monthly income per
person is 871,920 VND similar the mean income in urban areas (815,430 VND) and
over 2 times higher than the average income in rural areas of Việt Nam
(378,090 VND) [7]. In the village 37% of households are to be considered as
poor according the poverty line for rural areas (200,000 VND per person per
month) as published by the Việt Namese General Statistics Office [8].
About 70% of the poor in Tòng Xá are farmers. The poverty rate is much lower
among households with other income sources as private business and labour in a
casting company or at civil service.
3. Household water
use situation
The traditional water sources used in Tòng Xá are
groundwater both dug and drilled, and rainwater from cisterns. Since 2001 tap
water is available for households in Tòng Xá. For food and drinking purposes
Tòng Xá residents prefer rainwater. Groundwater is used for washing and
cleaning, and for other purposes like animal breeding or production. Tap water
is used as multi-purpose source (Fig. 1).
As reported by deputies of the local authority in
2008 the
Figure 1. Water sources and their uses by households
in Tòng Xá, 2007
Project results from the National Institute of Labour
Protection (NILP) reveal that Pb-contents of rainwater in the cisterns exceed
the appropriate limitation value for clean water [10]. Reportedly the pollution
source is dust from casting production sites in the industrial zone of Tòng Xá.
4. Income and water
use
The kind of water supply and water use is related to
the income situation of the households. Local water supplies (groundwater,
rainwater sources) are used in nearly all poor households, whereas the supply
degree with tap water is much lower. In non-poor households the means of water
supply are uniformly distributed. The share of local water supply in low-income
households is higher than in non-poor households, which in return have a higher
share of tap water (Table 1). The reduction of local water supplies and the
increase of tap water supply since 2001 are clearer in households above poverty
line. The mean tap water consumption in non-poor households (81 litres per
person per day) is nearly 100 percent higher than in poor households (41 litres
per person per day).
Table 1. Household water
supply infrastructure and its relation to poverty in Tòng Xá,
2007 (n=270).
Water Supply / Sources |
Within poor households |
Within non-poor households |
Within all households |
|
Local Water Supply |
Groundwater (dug, drilled well) |
91% (81%, 8%) |
75% (48%, 24%) |
81% (62%, 17%) |
Rainwater |
80% |
63% |
69% |
|
Central Water Supply |
Tap water |
57% |
69% |
64% |
The household water supply
in Tòng Xá comprises all clean water sources as defined by Wells [18] for the
5. Household
sanitation situation
Most of households in Tòng Xá dispose their
wastewater via private connection channels into the main sewer (75%). Others
dispose directly to fields (16%), to a private pond (7%) or by infiltration
(2%). The existing canalisation is widely designed as an open stormwater
drainage system which is also used for the drainage of wastewater. Because of
the even surface topography with a low natural gradient drainage by gravity
over longer distances is problematic.
The domestic wastewater is a mixture of greywater
and blackwater [19]. Where household based business activities occur commercial
wastewater is admixed to the wastewater flow. Especially in the summer external
rainwater inflow is remarkable. The municipal wastewater is not treated before
disposal into the receiving water source.
6. Sanitary
equipment of households
The main types of toilet used in Tòng Xá are
waterless toilets (dry pit latrines, separation latrines) and flushing toilets
with septic tank. The traditional type is the dry pit latrine, sometimes
combined with separated urine collection (Fig. 2). These toilets do not
generate any blackwater flow. The human excreta are deposited along with
bulking agents (rice husks and straw, ashes) and are used as fertilizer in
agriculture. The retention time in all recorded dry pit latrines is below 6
months. The major type of dry pit latrine is a single chamber latrine. Nearly
all waterless toilets do not meet the hygiene standards by means of
ventilation, faecal-hole covers, rainwater protection and wall sealing [9]. The
faeces are insufficient sanitised before used in agriculture, and flies and
mosquitoes can easily get in contact with the human excreta. Typically the
waterless toilet installations are situated outside the living house, often
close to pig hutches. Some households use the pig hutch for defecation. Hand
washing facilities are situated rather distant from the latrine.
Almost all flushing toilets are western style
porcelain products. They are installed within a sanitary unit combined with a
bathroom in the living house or an adjacent building. The majority of flushing
toilets is installed with a septic tank (Fig. 3). The septic tank is located
below the sanitary unit. The inflow to the septic tank is blackwater from the
toilet, optional with admixed greywater resulting from washing and cleaning
activities in the bathroom. The septic tanks are generally constructed as three
chamber pits. Their design does not allow any sludge clearance. The septic tank
effluent is disposed together with the other wastewater generated by the
household.
Small scale biogas
digesters are used to treat liquid
manure of pigs. They are constructed from bricks in a fixed dome shape [13, 16]. Sometimes flushing toilets are connected to the biogas digester.
Therefore they are located in the immediate vicinity of the hutch. Here the
blackwater is co-treated with liquid manure. The effluent from the biogas digesters
is disposed with the other wastewater generated by the household.
Figure 2. Waterless toilet
(left), urine separation (right) in Tòng Xá, 2007
Figure 3.
7. Income and
sanitation
The study revealed a relation between the type of
household based sanitary equipment and the income situation. In poor households
the use of dry pit latrines is more widespread than the use of flushing
toilets.
Table 2. Household based
sanitary equipment and its relation to poverty
for households in Tòng Xá, 2007 (n=270).
Sanitary equipment |
Within poor households |
Within non-poor households |
Within all households |
Waterless toilet (dry pit
latrine, separation
toilet) |
60% |
35% |
44% |
|
40% |
65% |
56% |
Biogas digester |
11% |
6% |
8% |
The biogas digesters were found in farming
households, mostly having a larger pig live stock. The higher share of biogas
digesters in poor households is linked to the wider distribution of animal
husbandry. In Việt
Poor households have a lower share of sanitary equipment
meeting national hygienic standards for sanitation [10]. The NTP II sanitation
goal for 2010 whereby 70% of rural households shall have hygienic sanitation
[5], has nearly been reached by households above poverty line.
8. Key issues of
water use and sanitation in Tòng Xá
It seems that in Tòng Xá
clean water gravitates towards the rich and wastewater towards the poor [17].
Since there is no proper
sewage drainage and wastewater treatment the use of flushing toilets does not
solve the sanitation problem, but it relocates the hygiene problem from the
household to the community. It is a paradox that waterless toilets not meeting
national hygiene standards for sanitation affect the community less than their
individual users.
Clean water that is not available for all households
and thus a scarce resource is used in other households for the flushing of
human excreta. The tap water consumption is higher in households above poverty
line where flushing toilets are prevalent. Poor households mainly equipped with
waterless toilets display lower tap water consumption (Fig. 2).
9. Collection and
central treatment of domestic wastewater
Whereas the collection of
industrial wastewater and its central treatment in industrial zones of craft
villages is oblige by the Law of Environmental Protection (LEP) there is not
such a legal obligation for the handling of domestic wastewater. Households are
only required to discharge wastewater into a sewer system (Article 53, §1a LEP)
[4]. The collection of all domestic wastewater (greywater, blackwater) and its
discharge into a receiving water source in the western understanding induces
the demand of an adequate wastewater treatment [14]. But improving, maintaining
and operating the sewer system to collect the wastewater of every household is
costly [2]. Expenses would also arise for the construction and operation of a
wastewater treatment plant. But the pockets of the local authority for such
investments are empty. Only a fraction of the environmental protection charges
for wastewater flows into the budget of the local authorities (Article 8, §1
and 2 Decree 67/2003/ND-CP) [3]. At all the revenue of that fee is low as only
households having a tap water supply are charged. Besides the fee is linked to
the water price (Article 6, § 1 Decree 67/2003/ND-CP; 5% of the tap water price
in Tòng Xá), and that is quiet low (2,667 - 3,143 VND per m³).
Figure 4. Sanitary
equipment and tap water consumption of households in Tòng Xá, 2007
10. Prevention of
wastewater and decentralised solutions
A more confident option for sanitation in Tòng Xá is
the prevention of wastewater, further development of sources separating systems
and the treatment of wastewater in cost optimised cluster solutions [19].
In Tòng Xá households that use waterless toilets have
a mean tap water consumption of 40 litres per person per day. They save about
50% of tap water compared to households using flushing toilets (84 litres per
person per day).
When flushing toilets are
used nutrients from human excreta are dissolved, diluted and potentially
contaminated with pollutants (e.g. heavy metals). The nutrients can only be
partly removed and recirculated in wastewater treatment facilities under
expenditure of energy. Also after treatment a residual contamination by
nutrients is disposed into the water source. The recycling of nutrients from
human excreta (faeces, urine) is traditionally anchored in Tòng Xá by the use
of waterless toilets. Based on the traditional approach nutrient recycling and
subsequent use in agriculture should be fostered under the precondition that
waterless toilets comply with the national hygiene standard. Thus it is
necessary to upgrade existing waterless toilets. Using double vaults on-site
composting toilets sanitised excrements can be used for manure after 6 months
retention time [9]. When the design of the composting toilet enables urine
separation, this could be further used as fertilizer. Additionally waterless
and urine-diverting toilets that can be installed in the living house [19]
should be introduced especially to high income households. Using waterless
toilets reduces the resulting effluent charge and required treatment capacity
(Table 3). The estimation of treatment capacity for Tòng Xá is based on the COD
load of domestic wastewater, splitting up for 41% in greywater, 12% in urine
and 47% in faeces [14].
Table 3. Estimation of
treatment capacity for total effluent charge under consideration
of sanitary equipment of households in Tòng Xá (n=551; PECOD).
Sanitary equipment |
Current
situation (56%
flushing toilet, 44% waterless toilet) |
100%
equipped with flushing toilet |
100%
equipped with waterless toilet |
Households with flushing toilet |
1,540 PE |
2,755 PE |
- |
Households with waterless toilet |
500 PE |
- |
1,130 PE |
Total households |
2,040 PE |
2,755 PE |
1,130 PE |
Technical solutions for
greywater and sludge treatment should be characterised by rugged design and
operate energy saving and service reduced as e.g. constructed wetlands [19].
Solutions for household clusters realised in a participatory wastewater
management would reduce total costs and the financial burden for single
households. Such self-management activities of population communities in environmental
protection are stimulated by Article 53, §1d LEP [4]. Cost-effective cluster
solutions would minimise the expanses for the sewer system in terms of network
length and pumping demand. On short distance drainage by natural gravity is
also feasible in Tòng Xá.
IV. CONCLUSIONS
Prevention of wastewater, further development of
traditional source separating systems and wastewater treatment in decentralised
cost-effective household cluster solutions realised in a participatory
wastewater management is considered a key option for sanitation in Tòng Xá. The
end-of-pipe technology approach with sewer system and central wastewater
treatment is considered not feasible under the given socio-economic situation.
The primary issue is to upgrade existing waterless toilets as mainly used in
poor households in order to meet the national hygiene standard for sanitation.
The use of waterless toilets reduces the effluent charge and thus the treatment
capacity. The tap water consumption is significantly reduced compared to
flushing toilets. Currently flushing toilets prevalent in wealthier households
only relocate the hygienic risk potential of sanitation from the household to
the community affecting public health and the environment negatively, as there
are no proper sewage system and wastewater treatment available.
ACKNOWLEDGEMENT
The study was conducted in
the frame of an IWRM project in Việt
REFERENCES
1.
ADB (Asian Development Bank), 2008. Water Sector Review
Project. TA 4903-VIE, Draft Final Report,
prepared by Kellogg Brown & Root Pty Ltd.
2.
Gajurel D. R., Benn O., Li Z.,
Behrendt J., Otterpohl R., 2003. Pre-treatment of domestic wastewater with pre-composting tank: evaluation
of existing systems. Water Science and
Technology, 48/11-12: 133-138.
3.
GoV (Government of Việt
4.
GoV, 2005. Law on Environmental Protection,
No. 52/2005/QH11, 12.12.2005, signed by
President of SR Việt
5.
GoV, 2006. Decision No. 277/2006/QD-TTg
approving the National Target Program on rural clean water and environmental
sanitation in the 2006-2010 period, signed
by Prime Minister.
6.
GoV, 2008. Decision No. 57/2008/QD-TTg
approving the overall scheme on environmental protection of the Nhuệ-Đáy
river basin up to 2010, 29.4.2008, signed
by the Prime Minister.
7.
GSO (General Statistics Office), 2004. Living Standard Survey
2004. GSO Website, http://www.gso.gov.vn/default_en.aspx?tabid=483&idmid=4&ItemID=4343
(accessed 09 July 2008).
8.
GSO, 2005. Express News. GSO Website,
http://www.gso.gov.vn/default_en.aspx?tabid=462&idmid=2&ItemID=2948
(accessed 26 September 2008).
9.
MOH (Ministry of Health), 2005a. Decision No.
08/2005/QD-BYT, regarding issuing the sector standards: Hygiene standards for
various types of latrines, signed by
Minister of Health.
10.
MOH, 2005b. Decision No. 09/2005/QD-BYT,
regarding issuing the sector standards: Hygiene standards for clean water, signed by Minister of Health.
11.
MoNRE (Ministry of Natural Resources and Environment), 2008. Hiện trạng môi trường lưu vực sông Nhuệ-Đáy
(The environmental state of the Nhuệ-Đáy river basin). Hà
Nội, Việt
12.
Nguyen T. L., Nguyen T. T. T.,
Steingrube W., 2007. Review of socio-economic situation and spatial development planning by
local authorities in Yên Xá commune, Ý Yên district,
13.
Nguyen V. A., Nguyen H. L., Ngoc Q. T., Thanh S., Tan S., Lan H., 2004. Towards application of Ecosan for Urban Areas in Việt
14.
Otterpohl R., Braun U., Oldenburg
M., 2003. Innovative technologies for decentralised water-, wastewater and biowaste
management in urban and peri-urban areas. Water
Science and Technology, 48/11-12: 23-32.
15.
People’s Committee of Yên Xá commune, 2003. Báo cáo Quy hoạch sử dụng đất đai xã Yên
Xá đến năm 2010 (Land use development plan for 2010). Yên Xá, Việt
16.
Teune Bastiaan, 2007. The Biogas Programme in Việt
17.
UNESCO (United Nations Educational, Scientific and Cultural Organization),
2006. Water - A shared responsibility. The
United Nations World Water Development Report 2.
18.
Wells M., 2005. Regional poverty assessment –
19.
WHO (World Health Organization), 2006. Excreta and greywater
use in agriculture. WHO Guidelines for
the safe use of wastewater, excreta and greywater, Volume IV.