Newsletter and Technical Publications
<International Source Book On Environmentally Sound Technologies
for Wastewater and Stormwater Management>
3.5 Disposal (Topic e)
Outfall discharges are the most common method of disposal of wastewater for
communities located near a surface water body, such as a river, lake or ocean.
Nowadays the design of a new outfall generally requires detailed analysis of
wastewater characteristics and applicable regulations and guidelines for
wastewater discharge.
Of the wastewater from developed countries which is discharged to a river or
the ocean, most will have undergone some form of treatment. The opposite is true
in developing countries where only 5 - 10 % of wastewater will have been treated
before discharge. It is transported by gravity sewer systems except in low
ground level areas where it is transported by pressure sewers using booster pump
stations. For all sewer types, pressure dosing by box sewers is being encouraged
instead of concrete and gravity systems being used as open ditches and open
channels.
Any treatment and disposal eventually returns the water to the water cycle,
whether facilitated by infiltration basins, ocean discharge, river discharge,
lake discharge, evapo-transpiration from irrigation areas (including the leach
drain areas from septic tanks in backyards), ground water recharge to estuaries
or other means.
It has been widely recognised that the problem of disposal of wastewater is
primarily a matter of communal sanitation, and that the problem is greater in
areas of dense population, where civilisation is more advanced, or areas of
greater industrialisation.
Therefore there is a need to minimise the amount of contaminants flowing into
and collecting in particular disposal areas.
Rapidly increasing municipal and industrial water demands in recent decades
have caused dramatic increases in wastewater. Take the case of discharged
wastewater during the period of 1985-1995 as an example. The total discharged
amount of wastewater in China during that period increased by 100%. A small
portion of the wastewater was treated and the remaining 80-90% of wastewater was
directly discharged into rivers, lakes and other water bodies, resulting in
serious pollution of surface water and groundwater around Chinese cities. In 78%
of river sections that flow through cities, the raw water can not meet standards
required of a water source for drinking water. Half of the surrounding ground
water is polluted. This serious pollution of surface water and ground water
resulted in the reduction of the water resource potential (Lin 1999).
Wastewater treatment facilities are inadequate in many cities of the Asian
and Pacific Region. In many places, untreated household and industrial wastes
are discharged directly into canals and rivers, often contaminating the drinking
water supply and spreading disease. The People’s Republic of China, had over
200 million city dwellers in 1980, but only 35 small municipal wastewater
treatment plants. As a result, up to 90 per cent of the estimated 37 billion
cubic metres of sewerage discharges that year remained untreated. In Shanghai
alone, only 4 per cent of the estimated 5 million cubic metres of wastewater was
treated. In the same city, in 1979, 96 per cent of surface water samples
collected were found to be contaminated with heavy metals. Such heavily polluted
water could possibly be a contributor to the rapidly rising cancer morbidity and
mortality rates in the People's Republic of China's industrial regions, although
scientific evidence to support such a claim is not yet reported (ESCAP, 1993).
This illustrates the scale of the problem for developing countries. The impacts
attributed to water pollution in selected cities of the Asian and Pacific Region
are summarised in Table 3.15.
In Indonesia, river water quality analysis has generated additional water
quality results to supplement the existing data. The regional variation of BOD
in some areas is wide, ranging from 10 to 255mg/l, and the BOD concentration
exceeds 100 mg/l, at about half of the observation stations. The river water BOD
in the wet season, however, declines to approximately half as much as in the dry
season due to the dilution effects of increased river flow. Fecal coliform
exceeds more than 106 (MPN/100ml) at almost all observation stations. This means
that almost all river water is affected by human wastes to a great extent.
Sea water COD in Jakarta Bay ranges from 18 to 81 and averages 28 mg/l. This
COD is composed mostly of soluble COD. Average fecal coliform of the Bay is
estimated at 2,530 (MPN/100ml). The Bay, especially at its coastal area, is much
affected by human waste.
Table 3.15: Impacts attributed to water pollution in selected
cities
| City/Country |
Impact |
| Bangkok, Thailand |
3 cancer cases/year |
| Jakarta, Indonesia |
Children show signs of mercury poisoning,
US$20-$30 million per year to boil water for household use |
| Kanpur, India |
Average fish catch has declined by more than 50
per cent |
| Kathmandu, Nepal |
100 deaths from polluted drinking water |
| Kuala Gula, Malaysia |
Palm oil mill wastes killed $300,000 worth of
fish |
| Manila, Phillipines |
8 deaths from contaminated shellfish; total 73
cases of poisoning, 74,390 cases of gastro-intestinal diseases. Shellfish
production of 3,430 tonnes in danger of being eliminated; Fishery yield of
Manila Bay declined by 39 per cent, Laguna Lake by 79 per cent from 1975
to 1990 |
| Nagpur, India |
40 deaths in 1990 |
| Penang, Malaysia |
Cockle mortality valued at $750/day |
| Seoul, South Korea |
In 1987, 260 million won ($390,000) were paid by
the city for compensation to fishermen |
| Taipei, Taiwan |
Copper in river kills oysters |
| Source: |
United Nations Economic and Social Commission
for Asia and the Pacific (1993),State of Urbanisation in Asia and the
Pacific 1993, New York. |
Since the United Nations Water Conference in Asia, many countries of the
Asian and Pacific Region have formulated national water policies and plans to
regulate the ownership, use and protection of water resources.
In Vietnam there are numerous lakes, rivers and ponds within urban areas.
These are used for drainage, flood control, recreational purposes, irrigation,
aquatic culture and as receiving waters for wastewater. Hanoi has the largest
proportion, with 15% of the city area as natural waters, but HCMC and Haiphong
also have large water areas.
Municipal wastewater is discharged without treatment to rivers and lakes. The
survey reported that the majority of households have flush toilets, indicating a
high environmental standard. Unfortunately this may be deceiving, because most
households discharge their septic tank effluent directly into the streets,
drainage ditches or natural water bodies. A minority infiltrates the effluent
into the ground, although this may vary from place to place according to the
soil condition. There is a flagrant lack of environmental management and control
with the disposal of wastewater from public as well as private sanitation
facilities.
For example, the situation in Haiphong may only be representative for the Red
River Delta, where the soil is clayey and not very suitable for ground infiltration,
but according to the household Survey, 81 % of sullage from households is discharged
to the streets. Among households with flush toilets and septic tanks, only 9%
infiltrate the effluent into the ground, 67% discharge directly to the streets,
while the remaining 24% to natural waters or wetland. It is not difficult to
observe sewage and sullage flowing long distances along the gutters, mixing
with the street garbage, in Haiphong.
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