Abstract:
Wet oxidation (WO) is a very effective treatment method for waste waters
containing non-biodegradable and refractory matters. It involves the liquid phase
oxidation of soluble or suspended oxidizable organic and inorganic components at
elevated temperature (170-320 °C) and pressure (2 - 20 MPa) using a source of
oxygen (usually air). Use of heterogeneous and homogeneous catalysts can reduce the
severity of oxidation conditions.
In the present study, the treatment of black liquor emanating from a local kraft
pulp and paper mill has been studied using coagulation/ thermal treatment and
catalytic wet air oxidation either alone or in combination. Black liquor contains lignin,
cellulose, phenolic compounds, and low BOD/ COD ratio etc. Heterogeneous
catalysts (5%CuO/ 95%activated carbon), (60%CuO/ 40%CeO2), and (60%CuO/
40%MnO2) as well as homogeneous catalyst, CUSO4, were used in wet oxidation. The
coagulants used include commercial alum, ammonium alum, aluminium sulfate,
polyaluminium chloride and ferrous sulfate. CUSO4 was also used as a coagulant/
catalyst in the pretreatment step. Heterogeneous catalysts were prepared by coprecipitation
method using the metal salts in the desired concentration.
The wet oxidation studies were conducted in a 0.5 1 stainless steel (S.S. 316)
high pressure reactor (SSR) having necessary arrangements for controlling
temperature and pressure, agitation of reaction mixture and liquid sampling during the
run. The coagulation/ thermal treatment studies were carried out in an atmospheric
glass reactor (AGR) (capacity 0.5 1) having similar arrangements as in high pressure
reactor. COD of the sample was measured by open reflux method. Standard methods
were used to determine various parameters.
The black liquor obtained from a pulp and paper mill (COD = 7,00,000 mg l"1)
was diluted with tap water to have a synthetic waste water with its COD equal to
7000 mg l"1. The treatment of this diluted black liquor was carried out in two steps,
namely, (i) thermal pretreatment, followed by (ii) wet oxidation (WO) of the filtrate
obtained from the first step. In the presence of CUSO4 catalyst, the maximum COD
reduction was found to be 61.4 % at atmospheric pressure and 95 °C. The catalyst
mass loading used was 5 kg m"3. The studies at elevated pressures were conducted in
ii
the temperature range of 110 - 170 °C and a total pressure of0.85 MPa for 4 hat a pH
of 8.0. Maximum COD reduction was found to be 88.9 %during WO step using
5%CuO/ 95%activated carbon (catalyst mass loading = 8 kg m"3) at 170 °C and
0.85 MPa total pressure. The overall COD reduction was found to be
95.7 %(including thermal pretreatment step): from an initial value of 7000 mg l"1 to
300 mg 1' . The pH ofthe solution during the experimental run decreases initially due
to the formation of carboxylic acid and then increases due to the decomposition of
acids. The kinetics of the CWAO reaction was studied with 5%CuO/ 95%activated
carbon and CuS04 catalysts. With 5%CuO/ 95%activated carbon, the reaction
occurred in three zones: first slow step, fast second step and the third slow step. The
activation energy and Arrhenius constant for the fast reaction steps were found to be
82.5 kJ mol"1 and 1.03 x 108 min'1, respectively. For CuS04, the reaction occurred in
two distinct zones. The activation energy and Arrhenius constant for the first fast step
were found to be 57.0 kJ mol'1 and 3.51 x 104 min"1, respectively.
Thewet air oxidation (WAO) of the synthetic waste water was also carried out
at moderate temperature and pressure conditions using a heterogeneous catalyst
(60%CuO/ 40%CeO2) with air as an oxidant. TheWAO studies were conducted in the
temperature range of 115 - 150 °C and a total pressure of 0.6 MPafor 5 h. The effect
of temperature, pressure and initial COD was studied at an optimum pH0 of 3.0.
Maximum COD reduction was found to be 77.3 %(final COD of1585 mg l'1 from an
initial value of 7000 mg l'1) at 150 °C temperature and 0.6 MPa total pressure for a
catalyst concentration of8 kg m'3. The reduction in COD may be due to the thermal
or oxidative degradation during the heating period. The characteristics of the solid
residue formed after the reaction were also studied. The power law model with a first
order reaction with respect to COD adequately described the reaction. The Arrhenius
constant and activation energy were found to be 0.64 min'1 and 20.22 Id mole"1,
respectively. The heating value of the solid residue formed as a result of the reaction
was found to be comparable to that of Indian coal (heating value of Indian coal =
20.90 MJ kg'1). The thermo-gravimetric analysis ofthe solid residue was also carried
out in air atmosphere. The data obtained from TGA - DTA were fitted with the
different available kinetic models. The power law model fitted with the experimental
data with a very high correlation coefficient, giving the reaction order of 2.58 and the
activation energy of46.07 kJ mol'1 for overall degradation under air atmosphere.
in
In another study, the synthetic waste water having an initial COD of
7000 mg l'1, was thermally treated using CuS04, 5% CuO/ 95%activated carbon,
60%CuO/ 40%CeO2 and activated carbon at atmospheric pressure and 95 °C
temperature. Q1SO4 showed the best activity amongst the above catalysts. A
maximum COD reduction of 63.3 % was obtained at an optimum pHo 5.0 with CUSO4
catalyst. For CUSO4, the temperature of the reaction was varied from ambient (i.e. 20
°C) to 95 °C. The colour removal was 88 % at pH 8 in comparison to 80 % at a pH of
5.0. The settling characteristics as well as filterability of the effluent improved with an
increase in temperature, though temperature doest not affect the COD reduction
efficiency. The cake resistance and the resistance of filter medium were found to be
102.8 mkg'1 and 0.692 x 105 m'1, respectively at 95 °C in comparison to 272.2 mkg"1
and 4.84 x 105 m"1 at 20 °C. The "One way transport diffusion model" was found to
be the most suitable model, showing first order reaction kinetics (r2 - 0.980) and
activation energy of73.7 kJ mol'1, to describe the thermal degradation ofthe sludge.
The effect of different parameters, such as initial pH, temperature
and coagulant dose on the COD and colour removal of paper mill effluent (COD -
7000 mg l"1) using different coagulants was also investigated. The coagulants used for
the reaction were commercial alum, iron sulfate, aluminium sulfate, poly aluminium
chloride (PAC) and ammonium alum. The separation of dissolved solids and
decolourization of the waste water by lowering the pH using H2SO4 was also studied.
It was found that the temperature has no effect on COD reduction. A pHo 5.0 was
found to be the optimum for coagulation with commercial alum. The colour removal
was found to be 90 %at pH 5 for an alum dose of 5 kg m'3. The precipitation using
H2SO4 was tested in a pHo range of 0.5 to 5.0. COD reduction decreases with the
increase in pHo, although very mildly (61% at pHo 1.5 and 64 % COD reduction at
pHo 0.5). The settling and filtration characteristics were better for alum treated
effluent than that treated with H2SO4. The TGA data of the solid residue obtained
from the alum treated effluent could be best correlated with the Agarwal and
Sivasubramanian kinetic equation showing the order of reaction to be 2.04 (r =
0.957) and activation energy of 113. 9 kJ mol'1. The settling and filterability
characteristics were found to be poorer than those found with CUSO4 catalyst.
The study also suggests a scheme for the treatment of pulp and paper mill
effluent. This scheme includes the coagulation followed by wet oxidation at moderate
conditions. CUSO4 was found to work as a coagulant as well as a catalyst in WAO.
iv
The scheme does away with the need of biological oxidation. The main advantage of
CuS04 is in the use of the residual Cu++ ions in the WO reaction as a catalyst. The
residual copper after the WO reaction can be eliminated by pH adjustment.
Future studies should focus on the effect ofcatalyst particle size and the effect
ofpH for all the catalysts. The identification ofthe products formed as intermediate
during the WO reactions can be done, so that some useful chemicals can be recovered
from the effluent. The settling and filtration characteristics should be improved by
adding some other coagulants and treatment at enhanced temperatures.