Encyclopedia of Environmental Science and Engineering, Volume I and II

(Ben Green) #1

984 PHYSICAL AND CHEMICAL TREATMENT OF WASTEWATERS


this area. A review on the use of ferrate (VI) salt as a coagu-
lant and oxidant for water and wastewater treatment is pre-
sented by Jiang and Lloyd (2002). In this paper the authors
demonstrate the advantages of this approach in the treatment
of microorganisms, heavy metals, and SS, as well as present
the difficulties associated with this technique.
Ghoreishi and Haghighi (2003) propose a combined
bisulfite catalyzed sodium borohydride reduction followed
by activated sludge for the treatment of nonbiodegradable
textile effluent, reposting reductions of BOD, COD, and
TSS of 74–88%, 76–83%, and 92–97% respectively. Lin and
Wang (2004) investigated the performance of a proposed
granulated activated carbon bed combined with ozonation
and preceded by chemical coagulation, obtaining interest-
ing results. Akcil (2003) discusses the advantages of using
biological methods for the treatment of cyanide in gold-mill
effluents as compared to well-established chemical meth-
ods. Chung et al. (2003) evaluated the performance of a
combined chemical absorption–biological oxidation system
for the removal of H 2 S from gaseous streams such as those
produced by livestock wastewater-treatment plants. They
demonstrated the potential of this technique and obtained
reductions on the order of 85%. Another combined approach
is presented by Libra and Sosath (2003). In this case they
used ozonation followed by a biological process for the treat-
ment of textile wastewater, comparing two configurations
of treatment processes, concluding that the most attractive
alternative is the simplest: ozonation followed by aerobic
treatment as compared to anaerobic, aerobic, ozonation, and
aerobic treatments for their effluent and conditions.
A comprehensive review on the properties of alumina,
the chemical reactions involved in its use in water treatment,
and adsorption and catalysis using alumina was published
by Kasprzyk-Hordern in 2004. An interesting review on the
enhancement of biodegradability of industrial wastes by
chemical-oxidation pretreatment is presented by Mantzavinos
and Psillakis in 2004. This exhaustive review includes many
different pollutants, trends, and process schemes used as

segregation by effluent type; evaluation of the pretreatment
steps; and modeling of the individual steps involved.
Aiyuk et al. (2004) propose a chemically enhanced pri-
mary treatment followed by a UASB reactor for the treatment
of domestic wastewater. The chemical pretreatment consisted
of the addition of FeCl 3 or Al 2 (SO 4 ) 3 and polymers in a mixing
tank, and a posttreatment of the biologically treated water was
achieved by zeolite adsorption for NH 4  removal. Another
combined solution was proposed by Bressan et al. in 2004.
This approach includes the use of an enhanced Fenton process
followed by biological treatment of olive-mill wastewater.

Oxidative, Photochemical, and Electron-Beam
Processes

Oxidizing agents like chlorine, ozone, hydrogen peroxide,
potassium permanganate, and ultraviolet irradiation have been
used successfully in oxidizing and stabilizing certain impu-
rities like hydrogen sulfide, phenol, cyanide, and selected
refractory organic substances. The reaction of chlorine with
certain organic matter present in wastewater to form a more
harmful persistent chemical has raised a serious question
of continuing the use of chlorine for disinfection of waste-
water effluents. Ozone is gradually becoming more popular,
because it has strong oxidizing and disinfecting capacity and
leaves no harmful residuals. It has been shown that ozone
in combination with photochemical oxidation economically
removed inorganic, organic, and toxic refractory species and
effectively destroyed phenol in a bubble column or a stirred
cell (Wall, 1980; Otake, 1979). Ganes and Staubach (1980)
have reported the kinetics of the reaction between ozone and
nitrilotriacetate in water and the effects of pH, metal content,
and natural organics on the rate and extent of degradation.
In 1993, Legrini et al. published an extensive review
on photochemical processes for water treatment, including
UV, H 2 O 2 /UV, ozone/UV, O 3 /H 2 O 2 /UV, TiO 2 /UV, vacuum
UV, photochemical electron-transfer processes, and energy-
transfer processes. In 1999, Andreozzi et al. published studies
on the use of O 3 /UV and O 3 /H 2 O 2 for the treatment of mineral-
oil-polluted wastewaters, performing different experiments
and achieving an 80 to 90% reduction of COD for the O 3 /UV
treatment (Andreozzi et al., 1999). A discussion of the different
advanced oxidation processes (AOP), as well as experimental
apparatus and working procedures for the study of the applica-
tion of this technique, is presented in Andreozzi et al. (2000).
An extensive review on photocatalytic degradation was
presented by Bhatkhande et al. (2001). In it they include
a description of the process, the mechanisms implied, the
compounds that can be degraded with it, and the variables
that can affect this technique. Another review was pub-
lished by Kabra et al (2004), concluding that this process
can be used to treat industrial wastewater for the removal
of metal ions and nonbiodegradable organics. Another con-
clusion is that the costs of this method are slightly higher
than for conventional methods, but that future research can
make a competitive option. An interesting article on the
evaluation of the use of peracetic acid for the disinfection of
the effluent of Montreal’s wastewater-treatment plant was

FIGURE 4 Conventional DAF unit with water recycle
to the saturator (From Rubio et al., 2002, with permission
from Elsevier).

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