Newsletter and Technical Publications
<International Source Book On Environmentally Sound Technologies
for Wastewater and Stormwater Management>
5.1 Wastewater characteristics (Topic a)
It is not an easy task to report what may be Regional wastewater
characteristics. In developed countries, where sewage collection and treatment
serve the vast majority of communities and people, it is rather trivial to
identify per capita average and limits (e.g, using standard deviation) for
sewage flows and analogous figures for BOD, COD, SS, N, P, etc. In contrast data
normally collected in the Region quite often does not show the real situation
because they reflect only what is happening in the sewered sections, which is
not the prevailing situation, of all the various sewage collecting basins.
Nevertheless data collected from communities with homes and businesses
utilising piped water and sewers in Central America (also valid for South
America), have the following typical pollutant composition of domestic sewage:
| Total Suspended Solids (TSS) |
200-300 mg/L |
| 5-day Biochemical Oxidation Demand (BOD) |
200-250 mg/L |
| Chemical Oxidation Demand (COD) |
350-450 mg/L |
| Total Nitrogen as N |
25-60 mg/L |
| Total Phosphorus as P |
5-10 mg/L |
| Oil and Grease |
80-120 mg/L |
In unsewered areas, but served by septic tanks, the typical pollutant
composition of septage in communities of Central America (also valid for South
America) is as follows:
| TSS |
10,000-25,000 mg/L |
| 5-day BOD |
3,000-5,000 mg/L |
| COD |
25,000-40,000 mg/L |
| Total Nitrogen as N |
200-700 mg/L |
| Total Phosphorus as P |
100-300 mg/L |
| Oil and Grease |
2500-7500 mg/L |
There are many examples in the countries of the Region where areas which are
reasonably sewered co-exist along side others which are poorly served and, even
worse, with nearby slums and squattered areas whose people convey their sewage
downstream using their own resources and means, i.e., at no help provided by the
sewerage utilities. This is especially the case in the Region’s largest cities
where these three typical areas, namely the adequately served, the poorly served
and the non-served are in most cases adjoining each other. In turn this makes
things even more difficult, if not nearly impossible, for a valid assessment of
overall wastewater characteristics.
In short it might be most accurately said that in the Region’s wealthy
areas wastewater characteristics are similar to the ones encountered in the
First World cities. An exception occurs when the solid waste systems and not
sewers receive food debris. In this case, which occurs quite often, sewage tends
to be weaker (low organic concentration). In the low-income served areas the
sewage tends to be even weaker again given the reduced food consumption.
As a general rule, which is frequently valid for the Region and non-developed
countries as a whole, domestic sewage originating mostly from households, public
facilities, and businesses, is still the most significant contributor to water
body pollution. Even so, in some specific areas of the Region industrial wastes
discharged into sewers or channels significantly worsen wastewater
characteristics beyond domestic sewage contributions. This happens not only in
the most industrialized cities of the Region but also in specific areas close to
oil refineries, mining exploitation sites, petrochemical and industrial
complexes, etc. In the Region’s agriculture areas the overuse of pesticides
and fertilizers have dramatically worsened the quality of wastewaters draining
into downstream channels.
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