Environmental Engineering Reference
In-Depth Information
Table 3.2 Proposed water treatment classes
Class
Typical treatment
technology
Contaminants removed
Class
1
Chlorination
Water disinfection; removal of most pathogens
Class
2
High Rate Clari cation
& Filtration
Disinfection plus suspended solid removal
Class
3
Ultra Violet
Class 2 plus removal of Protozoa
Class
4
Ozonation
Class 3 plus removal of dissolved organic matter
(no DPB a precursors)
Class
5a
Activated carbon, pow-
dered or granular
Class 3 plus removal of geosmin and other taste and
odor compounds, DBPs, Volatile Organic Compounds,
Endocrine Disruptors, micro-pollutants, pesticides, phar-
maceuticals and personal care products
Class
5b
Advanced oxidation
process
Class 5a plus higher ef cacy of the removal of chemicals
and other micro-pollutants (e.g. pesticides, pharmaceuti-
cals, taste and odor concerns)
Class
6
Reverse Osmosis OR
Distillation
Class 5 plus removal of salinity
a
DPB stands for disinfection byproducts. See footnote 2
higher treatment class indicates a greater removal of contaminants. However, this
classi
cation scheme is fairly broad in scope, an initial attempt, although other more
cations are possible. Note that we are classifying treatment
categories or classes, not
finely graded classi
final water quality. What emerges from this classi
cation
is a way of comparing
final water quality indirectly, on the basis of what treatment
systems are used, and also assessing any possible long-term health threats.
In North America, most drinking water comes from surface water, which needs
to be treated adequately. The data presented in the introduction to this chapter
shows the dominant role played by chlorine and chlorine derivatives in North
America, where this Class 1 technology is concerned almost exclusively with the
removal of pathogens, although we know that chlorine is not effective against
protozoa and other pathogens. However, for most large cities and populations, the
conventional water treatment method is coagulation,
flocculation, clari
cation, and
filtration, and is typically followed by disinfection by chlorine or chlorine deriva-
tive. But the failure of a
flocculator led to an outbreak of cryptosporidiosis in
Carrollton Georgia in 1987; the failure of a chlorinator led to an outbreak of
giardiasis in Bradford Pennsylvania in 1979. Thus, the conventional treatment train
is best described as being Class 3 if it removes all protozoa; it cannot be classi
ed
as Class 4 as chlorination will leave DBP precursors in the water. For this reason, in
Ontario and indeed in the whole of North America, the main DBPs, called Triha-
lomethanes (THMs), nitrosamines and Haloacetic Acids (HAAs) are regulated with
maximum contamination limits. But
there are also many other DBPs, called
Halides, that are not regulated at all.
Search WWH ::




Custom Search